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HomeMy WebLinkAbout401 E 1st St - Building 0_02614, 4 CITY OF PORT ANGELES l DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION V) 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 11- 00000405 Date 5/12/11 Application pin number 007175 Property Address 401 E 1ST ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-5-9- 1940 -0000- Tenant nbr, name LOWER ELWHA GALLERY &GIFT on your state excise tax form Application type description SIGNS to the City of Port Angeles Subdivision Name Property Use (Location Code 0502) Property Zoning COMMERCIAL ARTERIAL Application valuation 3600 Application desc 12 SQ. FT. WALL MOUNTED SIGN Owner Contractor LOWER ELWHA KLALLAM TRIBE JACKSON'S SIGNS GRAPHICS 2851 LOWER ELWHA ROAD 472 MT. PLEASANT RD PORT ANGELES WA 983638409 PORT ANGELES WA 98362 (360) 452 -8471 (360) 457 -3703 Permit SIGN Additional desc 12 SF WALL MOUNTED SIGN Permit pin number 184861 Permit Fee 47.00 Plan Check Fee .00 Issue Date 5/12/11 Valuation 3600 Expiration Date 11/08/11 Qty Unit Charge Per Extension 1.00 47.0000 PER S -ALL SIGNS OR TO 25 SF 47.00 Special Notes and Comments May 2, 2011 5:33:08 PM sroberds. The permit will allow for one wall mounted sign for total sq.ft. of 27 sq.ft. in the CA zone. No land use issues anticipated. A max 10 sq.ft. sandwich board sign is ,v1, permitted on site without a permit. liS Fee summary Charged Paid Credited Due Permit Fee Total 47.00 47.00 .00 .00 .1.>/ Plan Check Total .00 .00 .00 .00 Grand Total 47.00 47.00 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction, (:44,./ 5.-,/ Z-8 Cg --3 ilikika—r" i Date Print Name Signature of Contractor or Authorized Agent tnature of Owner (if owner is builder) T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD 0 PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS kJ-A Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs 1 Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor /Ceiling MECHANICAL: Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood I Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing Slab Blocking Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: Parking Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 C Construction R.W. PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 3' Building 417 -4815 2- I ?8 T:Forms /Building Division /Building Permit H 0 H H W w F 0 a a q z 0 0 r o 0 3 m 0 N H u 0 2 H 0 S.4 o rn F 0 0 C H I ro E M a a s a I w a a a 3 H H H a 0 0 [n F a 0 z z 2 0 0 o W v) W 00 )nH H W 0 w 0 x x 0 H H< n a s m 0 .43 0 F h H N N Q H z F w H a Z o m H a 0 U U z 0 Li) W 2 N r=1 z 0 W V) 2 E 0 0 1-1 E z z 0 0 1 U w 0 E H H H u a x 0 a 0 F 2 Sa U W 0 a Cl V) a U) H N a 2 W uw HF w F H W a s E Q Q a a 41 H W 0 0 U) N V) U H x H 0 0r:4 W z E W) 0 0 o y aa.z <2 a H H a s N 0 0 0 I m0 F H m 0 (11) ll) (1) 0 l 0 H w a N x x u o a F8 w 00 Fa- aoo U -10)Z0)00 w 0 o Q a 0)0 M W W H H W W W r o MPH H H o H 0 u 0 01 0 7y o o o H 0 0 0 2 0 N aoH o0 2 0 0 o O o H F x W O H Ha a a Hau H o wa w H a z o w y 0 F E W 0 cn u z H a o n z H a a z H o 0 W F q 0 2 0 2 2 0) o a m 0) H Q H 0 0 0) 4 w H 0) SIGN PERMIT APPLICATION Print in ink f =wry tii CITY OF PORT ANGELES 1 For City Use Only: Attn: Building Permit Technician Date Received 321 E. Fifth St., Port Angeles, WA 98362 Permit 1 (360) 417 -4815 fax (360) 417 -4711 F. Date Approved s t t Applicant or Agent Jackson's Signs P •ne pp 9 457 -3703 Property Owner Lower Elwha Tribe Phone 41745549 Property Owner's Address 401 E. First St. Port Angeles, WA 98362 Contractor Jackson's Signs Phone 457 -3703 Contractor's Address 472 -Mt. Pleasant Rd. Port Angeles, WA 98362 License JACK55G022M1 Expires 1 -28 -2013 Project Address 401 E. First St. Port Angeles. WA 98362 Business Name Lower Elwha Gallery Gift Parcel Number Lot Zoning CA Submit an 8 %"x 11 "site plan three sets of plans that include: Type of sign (wall- mounted, projecting, freestanding, illuminated, other...) Placement and sq. ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code" of the City of Port Angeles Municipal Code for sign requirements. Sign Type Brief Description: (Type, location, sq. ft) V` 5,5Y\ 5 ,5'^ Sign #1 81" x 21" Single Sided SignFoam Sandblasted WaII Mounted Sign #2 44" x 32" Sandwich Board Sign (NQ -tee it* +kis 51sn> lo s 519N Sign #3 Sign #4 Totals (Unit charges Sign(s) Unit Charge Quantity multiplied by quantities) Type of Sign Valuation C> O O 0 $47.00 x t All signs less than or equal to 25 sq. ft. $85.00 x Wall sign or marquees, over 25 sq. ft. $115.00 x Freestanding sign or projecting sign, over 25 sq. ft. GRAND TOTAL Make Checks Payable to: City of Port Angeles 41.00 Credit Cards (Except American Express) are accepted Existing sign(s) area 15.0 sq. ft. Proposed sign(s) area 21.5 sq. ft. Total sign(s) area 26.8 sq. ft. Building facade area (height 21.0' ft X width 150' ft) 2052 sq. ft. (If a building has more than one business in it, only measure the area of the building facade that is used by the business applying for this permit.) I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits rior to working o on projects. Date 2 101 Print Name Or S �Y okZ-/ Signature T:Forms/Building Division/Sign n Permit Appli n.doc Bracket B .0 Front View Z \I I Screws to wail y FI 68" x 24" CITY OF PORT ANGLES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances this ju C Approval Date S te 1 B y l W all Spacer Screw thru Sign into wall stud 4- 4-t 7 '4acKt t va sccet 9 0 Side View Sign Wall Sign i r Screw thru sign into wall stud .—.....m .41/17~,15;--ifi Spacer Lower Elwha Gallery Gift Jackson's Signs 401 E. First St. port Angeles, WA 98362 472 Mt. f leasant R. g fort Angeles, WA 98362 4, i 11111.1111 LL. •IIMM ad f r7) 1= C\ I 1 tC) X d Int rN, I Ci3 611111111117111 'St ‘St" U1111 1.11111111 1.-- lel 0 ,,,,,._,..„.).,,,„,,,e., I a i .GALLS RY G IIF 1 .,-a it a y r .7 is ,i i Q Fr t 111 k s'u t Dy 'y' of 1' s i sue,':: 1,. :k jil r i N a Y a 4 f c ;y .a; y i 1 l a t (a I a -rte w t Y k� f I A 1 r �.t 1 r .1411431; Nitiii*-34 'I M1 iRn 1 i a ',if t l9��tr.. y y r 1 r t- I wF' Y i Owner Contractor ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 Application Number 11 00000287 Date 4/06/11 Application pin number 525861 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1940 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc 50 amp circuit Espresso machine LOWER ELWHA. KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 SIMPSON ELECTRIC 2430 6 W HWY 101 PORT ANGELES 60) 457 9270 WA 98363 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 183285 Permit Fee 73 50 Plan Check Fee 00 Issue Date 4/06/11 Valuation 0 Expiration Date 10/03/11 Qty Unit Charge Per 1 00 73 5000 ECH EL BRANCH CIRCUIT WO /FEEDER Fee summar Permit Fee Total Plan Chec} Total Grand Total Charged Paid Credited Due 73 50 73 50 00 00 00 00 7 50 73 50 00 Extension 73 50 00 00 00 INSPECTION TYPE DATE. RESULTS INSPECTOR. DITCH SERVICE ROUGH IN gijai i FINAL e� �t ASi? 'ter COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date G \EXCHANGE \BUILDING REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, .Ph. (360) 417 -4735 Fax: (360) 417 -4711 Date: �Jt 1 2 Single Family Dwelling Multi- Family or Commercial' 'Plan Review May Be_ f /Required, Plea C tete Electri Review Inform Sheet Job Address: p 2, !VSXT St d 9 f5 �p�t Building Square Footage: �"w Description of above atzzILA i 1_ e +-4,_ Ck £y, C551) Owner nfotmatlon N a me: y 1�J Mailing A Tess: .$L� City: I' 1 zip: Phone: 14 ax: License 1 Exp. Item Service /Feeder 200 Amp. Service/Feeder 201-400 Amp, ServlcelFeeder 401 -600 Amp ServlcelFeeder 601 1000 Amp. Senrice!Feeder over 1000 Amp. Branch Circuit WI Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp, Service/ Feeder 200 Amp. Temp, Service /Feeder 2.01-400 Amp. Temp. ServlcelFeeder 401 -600 Amp. Temp. ServlcelFeeder 601 1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Llmited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Famlly Dwelling Manufactured Flame Connection Renewable Electrical Energy SKVA System or Less Thermostat NEW CONSTRUCTION ONLY: First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized (2) Owner is required to hire an electrical contractor If above said property is for sale, rent or lease_ Permit expires after six months of last inspecti( n. After reading the above statement, I hereby certify that I am the owner or the above named property or a licensed electrical r ontractor 1 am making the electrical installation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 291 -466, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Sign of owner, electrical ntractor or electrical administrator 0 Ceeb 0 Check Tr, be. i Unit Charge 119.90 145.50 204.60 262.20 372.50 2.60 73.50 2.60 92 70 $110:30 148.70 167.90 5 95.90 88.20 95.90 63.90 5 63.90 119.90 102,30 56.00 $.110.30 35.20 73.50 110.30 s/t,) Dated: y Y �i RE Eflf Credit Card 0 .ay, 98362 APR 4 2011 ELECTRICAL INSPECTIONS )1 Commercial Addition Alteration. Remodel Repair* Contra nfgme Name: t i Meiling Add sS: City: State: Zip: Phone: License Exp. :.±1L7 K 9 gty Total (Qty Muil'lolied by Unit Charct '7; 5 03E4 Total 011D112010 1 •p 1 CE RTIFI IU PAN CY City Angeles T Building D This certificate is issued pu w„the requirements of Section 111 of the 2 International Building Code certiing that at the me; s ah s st was in co ipliancc the various ordinances of the City regulating building c nslruction o r. t hef ng ollowi• 2 7i �:C f x y am, RKI Business name Ejvir 'a= alieryF arid Lo w aIIam Tribe) =efts O wner� F< w rEl Business address k 1 St. Property owner ri, Lower Elwha Tribe 2851 Lower 1a Rd P An U Automatic fire vstem. Not Required' Use occupancy `ittion. Mercantile Building permit numbr Occupant load. Re Type of construction. VB; 11 tanager X8363 8409 05 -09 -11 Date Post on the premises in a conspicuous place. This cerfieafe shall not be removed except by the Building Official. cA4 5\, o PREPARED 5/03/11 8 24 17 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/03/11 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CONTRACTOR DELABARRE CONSTRUCTION PHONE (360) 452 4144 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 11 00000152 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED R UL RESULTS /COMMENTS BL99 01 5/03/11 ,i.F BLDG FINAL May 2 2011 3 33 23 PM 1pangrle GARRETT 460 2855 BUILDING FINAL ELWHA GALLERY GIFTS COMMENTS AND NOTES "`bate Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type Subdivision Name Property Use Property Zoning Application valuation Application desc RETAIL SPACE IMPROVEMENTS GALLERY GIFT AREA Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 9 00 14 0000 Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Print Name T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 11 00000152 590816 401 E 1ST ST 06 30 00 5 9 ELWHA description COMM REMODEL BUILDING PERMIT INTERIOR RETAIL 181560 221 75 2/18/11 8/17/11 Per BASE FEE THOU BL -2001 25K Charged Paid 221 75 144 14 4 50 370 39 COMMERCIAL ARTERIAL 10900 Contractor DELABARRE CONSTRUCTION 72 WELLMAN RD PORT ANGELES (360) 452 4144 Structure Information 000 000 UNKNOWN BUSINESS OFF /PRO /MED /REST COMMERCIAL SPACE REMODEL (14 PER K) STATE SURCHARGE 221 75 144 14 4 50 370 39 1940 0000 KLALLAM HERITAGE Credited 00 00 00 00 Date 2/18/11 WA 98363 Plan Check Fee 144 14 Valuation 10900 Due Extension 95 75 126 00 4 50 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date Accepted By FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING: Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. Inspection Type Comments FINAL Date Accepted by IFINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 1 1 Fire 417 -4653 1 Planning 417 -4750 Building 417 -4815 1 1 I L L C ofo rnai lea 05 is \l T Forms /Building Division /Building Permit L_. Aje-r r 4rp r i C er- ,c 1 t +fc -l Co OT-1 �f s7 sw peittrr-, j tkas nay "f- P 1 `ep License Project Doe Brief Description: Check all that apply New Construction Addition X Remodel Repair Demolition Re -roof BUILDING PERMIT APP ATION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Residential New lcmv,se po$ts 41--&1 alma. D l c.4-s S rte/ S Pn-,c Gl, t-ru u. Floor Areas Existinq (sq. ft.) Proposed (sq. ft) Basement 1St Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type For City Use Only Date Received ermit #J/ 5 ate Approved Applicant LWec- £(tob Kt asttowr, Tr, \oe- Ph Property Owner 1-} -(-n rere_S, SQ,, Q e�r� Ph Property Owner's Address 2g 5 Fa_6 t c t 0,4 q 2-s Contractor 'Dela F3�trt l'r)Ir-,S- t Phone 34 o o 7 955-ceU Contractor's Address _70 I y bus �1oc QQ3(o3 LAB&' q 5 i D r Expires 1- -Dt,� vr E -mail q e-L J QeJ •re., l'itr� C I' ru c-h rw c cur PROJECT ADDRESS u Ic lo- !!a..m f -I-e tug e Cx �Q 1 E. "r c. f- 5t PA 9 g 3 l0 Parcel Number 063 ooO S4 93 00000 Lot /0 Zoning C/) Multi- family Commercial per sq. ft. of bedrooms of full baths of half baths Industrial House garage other tear off re -roof lay over one layer Heat System Heat pump wood burning stove gas fireplace pellet stove other ❑Other 14) Pi-or m1rk 1iivjP.S p r Pht ne t^0.1I -la VIi e.e.�t e Yr 02 1/AL TOTAL VALUATION I D, gap Total footprint of structures sq. ft. T Lot size sq. ft. Lot coverage Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage I have read and completed this application and know it to be true and correct. I am authorized to apply for t is permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior tp working s. Date //t Print Name TI' i €i-P T:Forms /Building Division/Bldg Permit.doc c CERTIFICATE OF OCCUPANCY APPLICATION CITY OF PORT ANGELES Attn Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 PLEASE PRINT IN INK -({Ae EI wha- i dam H Q- Check one. New business in P.A. Change of ownership only? Moving location from within P.A.? Zoning C A BUSINESS NAME .t u )11fA 64 I (I1 -I 6 04 (-7if1 Business address `+(1 L ISi- Si Mailing address 563/4.. Phone number Opening date 3 "15 "1 i Days hours of operation 11400 sat q `1 °(vi Business owner's nameL.UWr? Ir if ){lt OORl 1(4 yJ-i r/bp, Contact phone 3foD 3 1 4- B usiness owner's address An51 LOlki i( II.U1/1a k POri 111'IG1x,S IAA qg- Brief description of business I+t G2gll 0111,` (gift d J Property owner's name OLUQ 1' etai lam -Liz Contact phone 4 1502 7/ Property owner's address /contact .P'5/ Lowe/ u-i14,. led -1 s U)2 q36-:-3 BUILDING DEPARTMENT phone 417 -4815 Bldg approval by Is the business a restaurant or bar that will seat 50 or more people? Yes She to It gel c, bu;cI►ng Q2.rrn Construction changes planned (moving walls adding /enlarging windows or doors adding /altering stairways ramps, bathrooms electrical heating /cooling /ventilation Work planned _?4000.[r'lq vl it vill Si P✓' 3 cr acl�1ru�vu S /Yl P 1N1/al.r,u frl Fire >r H`(ist) /(Nin a y 2 jLL ✓1 li rn 7h.n ain S /19 7 iV 74 r r 7zry (t'7 f-- FIRE DEPARTMENT phone 417 4653 Fire approval by Changes to a fire sprinkler system or fire alarm system? Yes No V Work planned PBIA (Parking Business Improvement Area Downtown) phone 417 4623 Square footage of business? Is business moving within the PBIA? Yes NoM CITY CLERK phone 417 4634 Second -hand dealer /pawnbroker business? Yes No Will there be dancing at this business? Yes No A City of Port Angeles Business License is required for Taxi, Peddlers, Second -Hand Dealer Pawnbroker Dance Hotel Motel, Fireworks, Ambulance, and Tattoo Businesses Page 1 of 2 Certificate Inspection 100 Parking Business Improvement Area (PBIA) fee charged for Downtown locations roofing siding systems etc) 1C! Pl/i2( i4i b' PBIA notified City Clerk approval by Permit# d —1 4 1 1 bit lvEr�, 11 1. 1 FEES No IX foundation work, ✓a1 PL FYPP Cfrtfi 5✓1G' rv7 on on on on J COMMUNITY ECONOMIC DEVELOPMENT phone 417 4750 Number of off- street parking spaces available for employees and customers ?^AA U31174 t Ori tzLy ante./ (A parking plan may be required.) Signs? (wall- mounted freestanding projecting awning A -frame etc Signs planned: (1 »'u v 46uYLte l a bvt doo r (rfr Work planned T'IForms\Building Division1Certificate of Occupancy Application (2010).doc r 311P, U, )1 1. CI .e ck S I'a Pak'' 1m k V V J PLEASE NOTE. NO flashing, intermittent, or chasing signs are permitted in the City of Port Angeles. PUBLI C I/I1 r%�. P� rvoe i�. vva vrr. ucr,- u'TivicivT civviiJcciciiJv phone 417-48i 2 Is site work planned (new or re- located sewer or water service, excavation, grading or filling, work in City right -of -way new driveway openings, site drainage parking Tots, downspouts, irrigation system backflow devices etc.) Yes No 74 PUBLIC WORKS WASTEWATER phone 417 4845 Print Name_ eMO Sr. J Signature Page 2 of 2 CED approval by on PWE approval by 'r on N6 C vti. (4 s PWW approval by on Will waste other than domestic household waste be discharged into the sewer system? Yes No ,eW If yes what will be discharged Call for Certificate of Occupancy inspections BEFORE opening business. Building Department Inspection 417 -4815 Fire Department Inspection 417 -4653 Please sign up for utility services at the cashiers' counter I hereby apply for a Certificate of Occupancy I acknowledge that I have read this application and state that the information I have supplied is correct to the best of my knowledge Incorrect information may result in revocation of permit. Ivon _s) ORT 1 ti CERTIFICATE OF OCCUPANCY APPLICATION Permit# d 1 BUSINESS NAME Business address Phone number BUILDING DEPARTMENT phone 417 -4815 FIRE DEPARTMENT phone 417 -4653 Changes to a fire sprinkler system or fire alarm system? Yes No Work planned PBIA (Parking Business Improvement Area Downtown) phone 417 -4623 Square footage of business? 135p Is business moving within the PBIA? Yes CITY CLERK phone 417 -4634 Second -hand dealer /pawnbroke business? Yes No Will there be dancing at this business? Yes No A City of Port Angeles Business License is required for Taxi, Peddlers, Second -Hand Dealer Pawnbroker Dance Hotel Motel, Fireworks, Ambulance, and Tattoo Businesses. Page 1 of 2 p 1l f 9"9ijt4A FEEs 9 I 11*- CITIr OF PORT ANGELES Certificate Inspection 152_ Attn Permit Technician V" 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 fee charged for Downtown locations 100 Parking Business Improvement Area (PBIA) PLEASE PRINT IN INK 6 n5icle_ �e �Iwhe- Kla,IlamHer Check one. New business in P.A. Change of ownership only? Moving location from within P.A.? Zoning CA (u )c1a 64 WA 1,1 vi4 f iif 401 E I 51 Mailing address S Qi/1// 0 Opening date 3 (S I Days hours of operation IWO Sat q Business owners namel.C)I, tr 1Ij)11/1. (V)'i (Yi iP, Business owner's address )X (-COPY c,lUJI(01. 1bri Brief description of business HYt 0 4 (U A1-1 Contact phone 51 o 31 tgviaio,s _11 er Mike. G'evk nj Ni) P 4 Sin Property owner's name 1 AIUQI' (U)Y I f&x.,) tam adye Contac) phone 1 15 V'L171 Property owner's address /contact �g51 Lt4tJei/ ail-if: led nY1 /1IS Uk1 4 M10 Bldg approval by 31 1 on 5 -3- it Is the business a restaurant or bar will seat 50 or more people? Yes ?ern, i+- e w She It se a bvttc). i'n Qof -K ry e F3 nit- 5 1 1 1 z Construction changes planned (moving walls adding /enlargin or doors rooting siding foundation work, adding /altering stairways ramps bathrooms electrical heating /cooling /ventilation systems etc) Work planned _14000erog 14(1 Rd Sid. 3 e011/ paAir14Wt S1Yf i cc Ma(k i✓le ti? 4e1 P ,06-, 111 (kl 0 cQ Fie76r 4 it4 in d1 a a 31 Orfx ',-fro., stitvc�'.l iv/ 0.01arl,� I S //9 J1 /rl77,r e Ct�11Pjc Mkt u 3� The" hod- W c_ ne.a r Px. sil ih -irv� v: 1 Fire approval by KW) on i2.-3o- 10 PBIA notified X on City Clerk approval by 114 on (7- -24-10 0 COMMUNITY ECONOMIC DEVELOPMENT phone 417 -4750 CED approval by 51Z on 1 -1k Number of off- street parking spaces available for employees and customers ?^A U f172 ithrittLy.. cey- tf (A parking plan may be required Signs? (wall- mounted freestanding projecting awning A -frame etc Signs planned X1721( 44A cthwt 71-u dt�0{� t PM kr" PLEASE NOTE. NO .flashing intermittent, or chasing signs are permitted in the City of Port Angeles. PUBLIC WORKS DEPARTMENT ENGINEERING phone 417 -4812 Is site ,work planned (new or re- located sewer or water service excavation grading or filling work in City right -of -way new driveway openings site drainage parking lots downspouts irrigation system backflow devices, etc.) Yes No Work planned She, LL, 1 a T \Forms\Building Division Certificate of Occupancy Application (2010).doc PUBLIC WORKS WASTEWATER phone 417 -4845 Will waste other than domestic household waste be discharged into the sewer system? Yes No If yes what will be discharged I?©l G1�Sfn 0(1/1 If le-00 Se 6V iailld Call for Certificate of Occupancy inspections BEFORE opening business. Building Department Inspection 417 -4815 Fire Department Inspection 417 -4653 Please sign up for utility services at the cashiers' counter I hereby apply for a Certificate of Occupancy 1 acknowledge that I have read this application and state that the information I have supplied is correct to the best of my knowledge Incorrect information may result in revocation of permit. JM Date I Print Name (e Signature Page 2 of 2 PWE approval by PWW approval by V on on l-3-11 Application Number 10 00000720 Application pin number 516800 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1940 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc RCP# 10 20 NEW DRIVEWAY CONSTRUCTION Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \1 102 15 10 /08] Qty Unit Charge Fee summary CONCRETE CURB RCP 10 20 169102 180 00 7/12/10 1/08/11 Per BASE FEE BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor ONA LANDSCAPING INC 21 CRAIG AVENUE SEQUIM WA SEQUIM (360) 683 5741 GUTTER Special Notes and Comments WORK TO BE DONE PER ATTACHED 3 SHEET PLAN SET DATED 6/17/2010 SIDEWALK ACROSS DRIVEWAY MUST MATCH EXISTING SIDEWALK WIDTH Charged Paid Credited Permit Fee Total 360 00 360 00 00 Plan Check Total 00 00 00 Grand Total 360 00 360 00 00 Date 7/12/10 Plan Check Fee 00 Valuation 0 WA 98382 Due Extension 180 00 DRIVEWAY INSTALLATION RCP 10 20 169094 180 00 Plan Check Fee 00 7/12/10 Valuation 0 1/08/11 Extension 180 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. fre 7- ic)_ Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL 4NY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE YES 1 NO SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE I RESIDENTIAL FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4831 PW ENGINEERING I FIRE 417 -4653 I I I I FIRE DEPT I PLANNING DEPT 417 -4750 I 1 I 1 PLANNING DEPT BUILDING 417 -4815 1 I I BUILDING T \Policies \I 10' 15 [10/081 I I I I I I I I I I I I 1 1 I I 7 2009 1236035 When recorded return to. Page 1 of 6 Protot Covenant Lower Elwha Klallam Tribe Clallam County Washington 04/28/2009 10 58 30 AM e i L' r—o,_. 1111 Jet: Lid 11111 wEial 1wHA 1_AOAk L RECEIVED t, f Q APR 2 8 2009 PO n _.7�.N s 1\1 c3s/ JVGELES v)A0 DIV191G ZONING LOT COVENANT I /WE the undersigned owner(S) of the following described property (Insert legal description and parcel number here) O 3O 0059 3o o000 1 -16t E fi rst S+ 0(030 6051 1960 onoo t (.53 E FI rst S+ i DP 6,1-).EP 2 119 7 4 do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17 08 130 "Z" of the Port Angeles Municipal Code. This covenant creates one inseparable building lot which may only be removed through compliance with Chapter 58 17 RCW (subdivision regulations) and /or the City of Port Angeles short subdivision regulations (Ordinance No 2222, as amended) This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owner(s), heir(s), assign(s), and successor(s) m interest and is for the further purpose of compliance with state and local land use and building regulations. This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. DATED this day of Print Name. La N L ca, E w 1 A 71 LA LLMnnt Name: (Owner Signature) (Owner Signature). Phone. 3 Ca U 452 7 41 1 Phone. .2009_ STATE OF WASHINGTON COUNTY OF CLALLAM ss I, TO.1'l&b /14 er0i), Notary Public in and for the State of Washington, do hereby certify that on this aT day of GL-f.) T 1 1 2003 personally appeared before me known to me to be the individual(s) described in and signed and sealed the same as day of Uri who executed the within instrument and acknowledged that free and voluntary act and deed for the purposes herein mentioned. GIVEN-UNDER MY HAND AND OFFICIAL SEAL this JANET M CAMERON STATE OF WASHINGTON NOTARY PUBI. IC MY COMMISSION EXPRES 10 -07 11 20 O9 (A N")JARY PUBLIC In and for the State rf VVa. hnngton t..ldttna at Por Angeles. 0 V t ri CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000932 Date 11/16/09 Application pin number 659152 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Tenant nbr riaiiie f ELWHA KLALLAM HERITAGE CT Application type description COMM1REMODEL Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 250000 Application desc TENANT IMPROVEMENTS STRCTRL LNDSCP SITE IMPRVMT Owner Contractor LOWER ELWHA KLALLAM TRIBE ALDERGROVE CONSTRUCTION INC ATTN DONNA LUCAS 336 BENSON RD 2851 LOWER ELWHA ROAD PORT ANGELES WA 98363 PORT ANGELES WA 98363 I (360) 457 2067 (3.60) 452 8471 Structure Information 000 000 TNT IMPRV STRCTRL LNDSCP SITE IMPR Construction Type TYPE III NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST -I- Permit BUILDING PERMIT COMMERCIAL Additional desc TNT IMPR STRCT SITE LNDSC Permit pin number 153270 Permit Fee 1860 25 Plan Check Fee 1209 16 Issue Date 11/16/09 Valuation 250000 Expiration Date 5/15/10 Qty Unit Charge Per BASE FEE 150 00 5 6000 THOU BL -100 001 500K (5 60 PER K) Permit MECHANICAL PERMIT Additional desc Permit pin number 153288 j Permit Fee 167 05 Plan Check Fee 00 Issue Date 11/16/09 Valuation 0 Expiration Date 5/15/10 Qty Unit Charge Per Extension o BASE FEE 50 00 botk, 1 9n 4 00 14 8000 EA ME FURN /HP /FAU c OR 5 TON 59 20 Y l I """TITT 4 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 29 00 1 00 18 2000 EA ME FURN /HP /FAU 5 TON 18 20nj�(�♦ 1 00 10 6500 EA ME STOVE %FIREPLACE /MISC APP 10 65 tl till VV nn Permit PLUMBING PERMIT Additional desc i Permit pin number 153296 Permit Fee 300 00 Plan Check Fee T.FonrmfBnilding Division/Building Permit Extension 1020 25 840 00 ?creJ Oil 0 ion 6e.c_JRAe ("P- 00 ReAur 4D Runrc-- Separate Permits are required for electrical work, SEP,A, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws aiid ordinances governing this type of work ill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. it olo q Caro( Gen fr Date Port Name Signature Ol Contractor or Authorized Agent 6natur- of Owner of owner is builder) 1 T:Forms /Building DivisiomB :Id ng Pennit 1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 09 00000932 Date 11/16/09 Application pin number 659152 Issue Date 11/16/09 Valuation 0 Expiration Date 5/15/10 Qty Unit Charge Per 28 00 7 0000 EA 1 00 7 0000 EA 1 00 7 0000 EA 1 00 7 0000 EA 1 00 15 0000 EA 1 00 7 0000 EA 1 00 10 6500 EA September 15 2009 9 30'35 AM `kdubuc Fire sprinkler protection must be provided for attached mechanical room at NE corner of structure Sprinkler protection must also be extended to attached building to the east unless a fire separation meeting IBC 705 is installed between the structures Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more. than 5 off the floor Suggested extinguisher placement is adjacent to an exit A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location 1 I Labeling is required for doors leading to spaces containing fire alarm control panels and fire !sprinkler risers A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations September 25 2009 4 30 01 PM sroberds The proposal will result in interior improvements to a shell building in the CA zone Lot coverage is 56t As approved with sidewalks structural and siteldevelopment are in compliance with City standards 11 MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are Any modifications to the City s required ele facilities will Special Notes and Comments be at the customer s.expense 1 Extension BASE FEE 50 00 PL- PLUMBING TRAP 196 0.0 PL -WATER LINE 7 00 PL- LAWNISPRNKLR BCKFLW PREV 7 00 PL- BACKFLOW PROTECTION.<OR =2 7 00 t PL -SEWER LINE 15 00 PL -WATER HEATER 7 00 PL- FUEL ,.GAS PIPE 1 5 OUTLETS 11 00 November 10 2009 3 19 46 PM Bob Larson 362 417 4706 New electrical service must be underground overhead not available Any and all contractor(s) and subcontractors) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured 1 Separate Permits are required for electrical work. SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner Of owner is huilder) Application Number Application pin number Other Fees T:Form:/Budding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000932 659152 Special Notes and Commen Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are'not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete September 15 2009 7 52 '02 AM rbecker You wiil need to install a double check backflow assembly when you install the lawn sprinkler system If you install a closed fire system you will need to install a double check backflow assembly If you install an open fire system you will not need to install a backfloiw assembly I will need to get together with you later to determine what is being.pervided with city water And if .any of them will need backflow protection If you have any questions contact Ron Becker at 360 417 4886 e mail rbecker @cityofpa us or fax 360 452 4972 Fee summary Charged Paid Credited Due Page 3 Date 11/16/09 STATE SURCHARGE 4 50 Permit Fee Total 2327 30 2327 30 00 00 Plan Check Total 1209 16 1209 16 00 00 Other Fee Total 4 50 .4 50 00 00 Grand Total 3540 96 3540 96 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to vinlate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contiactnr or Authorized Agent Signature of Owner (if owner is builder) CE RTIF1C Ciiy of Angeles �uil.de n j division This certificate is issued pursuant.to the requirements of Section 110 of the 2000 :International Building Code certifying that at the tine issuanceT:tlis.structure was in compliance with the various ordinances of the City regulating building construction ,,.or =wise or -lie., following: Business name s: lai ajaKlallarri; Heriti a e nter r Business address 4 (J 1,,E: 1st St. Property owner 1, Lower Elwha F lail Fribe Prope owner s ad 2851 Lower<ELwj a: Rd Angeies "1NA 8363 Automatic f i r e spriikler_system. Required? Use occupancy class (cation. M B.,:' &S Building permit number Occupant load. t3 Type of construction. III-B. COPA CY 07 -06 -10 Date Post on the premises in a conspicuous place. This cer not be removed except by the Building Official. kooszywAn. of thz, C oto 7 J600 t� PREPARED 6/28/10 10 41 41 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 457 2067 PHONE (360) 452 8471 clarification for some items in question /jll BLI 01 2/18/10 JLL BLDG INSULATION 2/18/10 AP February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION February 18 2010 4 47 54 PM jlierly partial inspection approved ok to GWB except kitchen area BLI 02 3/10/10 JLL BLDG INSULATION 3/10/10 AP March 10 2010 3 06 26 PM 1pangrle JIM L INSULATION March 10 2010 4 53 40 PM jlierly BLI 03 3/11/10 JLL BLDG INSULATION 3/11/10 AP March 10 2010 4 34 52 PM 1pangrle WALT 457 2067 PARTIAL INSULATION FSK PAPER March 11 2010 4 05 59 PM jlierly BLTB 01 4/16/10 JLL BLDG T BAR TIME 01 00 4/20/10 AP April 15 2010 3 31 15 PM 1pangrle BOB 477 8084 T BAR AFTERNOON April 20 2010 8 44 58 AM jlierly BL3 02 4/30/10 JLL BLDG FRAMING TIME 01 00 5/03/10 AP April 29 2010 2 25 28 PM 1pangrle TOM 808 0192 PARTIAL FRAMING ON THE ENTRANCE STRUCTURE THAT HOLDS THE CANOE AFTERNOON May 3 2010 8 08 57 AM jlierly BL99 01 6/28/10 i L BLDG FINAL June 28 2010 10 38 40 AM 1pangrle JIM L BUILDING FINAL COMMENTS AND NOTES PREPARED 6/28/10 10 41 41 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000932 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLWS 01 1/06/10 JLL BLDG INSULATION WALL /FLOOR 1/11/10 AP January 5 2010 4 52 20 PM 1pangrle BOB 477 8084 FLOOR INSULATION January 11 2010 4 15 31 PM jlierly BL3 01 1/14/10 JLL BLDG FRAMING 1/14/10 DA January 13 2010 4 50 40 PM 1pangrle JIM L FRAMING January 14 2010 4 33 54 PM jlierly This was for a consult only tracy(zenovic) and kers PE for the job myself walked through the building to discuss structural items of concern for the proposed kitchen permit jll PW99 01 5/05/10 RV PUBLIC WORKS FINAL 5/04/10 AP June 11 2010 1 21 26 PM rvess June 11 2010 1 23 21 PM rvess BL99 01 6/28/10 L BLDG FINAL June 28 2010 10 39 45 AM 1pangrle JIM L BUILDING FINAL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 6/28/10 MECHANICAL FINAL June 28 2010 10 40 18 AM 1pangrle JIM L MECHANICAL FINAL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 12/04/09 JLL PLUMBING UNDER SLAB TIME 01 00 12/08/09 AP December 4 2009 8 15 49 AM 1pangrle DALE 452 8525 UNDERSLAB PLUMBING AFTERNOON December 8 2009 3 40 56 PM jlierly PL6 01 12/04/09 JLL PLUMBING WATER SUPPLY TIME 08 30 12/08/09 AP December 4 2009 8 21 17 AM 1pangrle C J EXCAVATION (UNKNOWN PHONE NUMBER) WATER SUPPLY LINE TO THE BUILDING CONTINUED ONTO NEXT PAGE PREPARED 6/28/10 10 41 41 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000932 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PLEASE INSPECT AS EARLY AS POSSIBLE PER ROGER VESS THE STREET IS OPEN AND THEY ARE PAYING A FLAGGER AND WANT TO CLOSE UP THE WATER LINE IN THE STREET ASAP December 8 2009 3 40 56 PM jlierly PL2 01 2/02/10 JLL PLUMBING ROUGH IN 2/02/10 AP February 1 2010 2 21 33 PM 1pangrle THE INSPECTION REQUESTOR DIDN T LEAVE HIS NAME 477 2058 PLUMBING (ROUGH IN February 2 2010 4 45 25 PM jlierly Partial plumbing rough everything above slab and excluding the kitchen at this time jll PL99 01 6/28/10 JL PLUMBING FINAL t C i• June 28 2010 10 40 44 AM 1pangrle 1 �(W JIM L 1 PLUMBING FINAL COMMENTS AND NOTES PREPARED 6/28/10 10 41 41 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/28/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 10 00000261 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 6/28/10 J A cc SUBDIV BLDG FINAL June 28 2010 10 37 30 AM 1pangrle JIM L BUILDING FINAL SIGN COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 C E R T I F I C A T E Issue Date Expiration Date Parcel Number Property Address Subdivision Name Legal Description Property Zoning Owner Contractor Approved CITY OF PORT ANGELES 321 E 5TH STREET P 0 BOX 1150 PORT ANGELES WA 98362 T E M P O R A R Y 6/09/10 7/09/10 O F O C C U P A N C Y 06-30-00-5-9- 1940 -0000- 401 E 1ST ST PORT ANGELES STRATTON'S, L B SUBDIVISION LT S 10 -12 BL 19 COMMERCIAL ARTERIAL LOWER ELWHA KLALLAM TRIBE WA 98362 ALDERGROVE CONSTRUCTION INC 360 457 -2067 Application number Description of Work Construction type Occupancy type Flood Zone Special conditions June 9, 2010 9 38 56 AM 1pangr Stripe the parking lot Attach street numbers to the from the street The numbe inches tall and b placed color 09- 00000932 000 000 COMM REMODEL TYPE III NON -RATED BUSINESS OFF /PRO /MED /REST Bui VOID UNLESS SIGNED BY BUILDING OFFICIA uilding in location visible s shall be I/ inimum of six a backgro 1 d of contrasting (5/10/2010) Linda Pangrle Re Tank abandonment permit #09 -603 at 401E 1st St From Ken Dubuc To: Linda Pangrle Date: 5/10/2010 7 49 AM Subject: Re Tank abandonment permit #09 -603 at 401 E 1st St Linda I went out to the site and we determined that there was no underground tank present. It was simply a sump in the floor They filled it with concrete, but there really was no tank to abandon. Thanks, Ken Linda Pangrle 5/5/10 11.33 AM Hi Ken, When did you do your final approval inspection for the tank abandonment at the Elwha Klallam Heritage Center? Please let me know so I can final the permit. Thanks, Linda From Clausen Engineers W B Clausen Structural Engineers, Inc Letter L032 To Jim Lierly Email. Chief Building Official Fax: 510 655 1133 05/07/2010 12 22 #336 P 001 /004 WB C FILE jlierly@cityofpa.com 360- 417 -4711 cc Warren Stevens Email warren stevens @elwha.nsn us From. Kers Clausen Date. May 7 2010 Project: Elwha Klallam Heritage Center Job No 24212 RE Sanitary Sewer Questionnaire Enclosed find the filled out questionnaire. We would be pleased to modify this form or provide additional information if needed W1242001242121L031 wpd Page 1 of 1 115 E. Railroad Ave Suite 308 Port Angeles Washington 98362 (360) 452 3223 tel (360) 457 2929 fax From Clausen Engineers 510 655 1133 05/07/2010 12 22 #336 P 002/004 PORT ANGELES INDUSTRIAL WASTEWATER PRETREATMENT QUESTIONNAIRE and DISCLOSURE FORM Complete all applicable sections. Information must be typewritten or clearly printed. Attach requested information as needed. Signing official must have the authorization to provide such information on behalf of the company, corporation, or partnership. Company Name. LOt�J vJ 14 1 A 2 c. m 7/ Mailing Address 2 e»/ LC) m E y 2 y r t 9 air CE l J.4 3 36,g 33 Address of facility in Port Angeles (if different than above) 46)/ Contact Person. W 4 ,2- 1 t t it Phone. 45 z 4 7 i x o 1 Type of Industry* M/ /LT/ Pv ;CPose Standard Industrial Classification number (4 digit SIC code) 2 Type of Product(s) or Service(s) produced; rate of production process used Type of product Rate of production Process /V .4 3 Product Volume' /V A 4 Number of Employees 5 Operation Pattern (hr /day) 6 (days /yr) (mo /yr) 6 Water Usage (gpd) erage)5 00 Maximum 7 WASTEWATER DISCHARGE TO SEWERS [List the principal materials (cleaning agents, solvents, plating solutions, catalysts, process chemical, etc) by their generic name and principal chemicals that are regularly used in your facility and that will or might be discharged to the City sewer system) a) Process b) Cooling c) Sanitary d) Others listed below: example: Degreaser (Trychloroethylene) K i 1c �f =•.1 Total Discharge PW -804 02 page 1 TYPE OF MATERIAL OR CHEMICAL AVERAGE DISCHARGE GAL. TIME CONC. GAL, DURATION CONC. PER DAY DURATION (MG /L) PER DAY (MG /L) v p 5 D 3 VA at c I vAl2 1 Es 4- 01 -SPM 3PM: 30 min/day 0 3 MAXIMUM DISCHARGE 10 AM; 10 minfday 0.001 From Clausen Engineers PORT ANGELES INDUSTRIAL WASTEWATER PRETREATMENT QUESTIONNAIRE and DISCLOSURE FORM (continued) 9 Are there seasonal variation to the above discharges y s 10 Does your company sample and analyze your wastewater? 11 Yes' o If yes what is the nature of that sampling program 11 Discharge to sewerage system. Attach as 'Exhibit 1 a plan of your property showing accurately the site plan floor plan mechanical and plumbing plans and details showing all sewers, connections to the City systems, inspection manholes, sampling manholes, and appurtenances by size location and elevation a) How many wastewater discharge points does your company have that are connected to the City's sewer collection system? 14/757- b) Where are your discharge points located? p1-=, G p`-h 4 12. Does your company have any plans for expansion? C Yes 0 No If yes, when and how would expansion alter your industrial wastes? 'v° Cy4 c E /e /wa s 71 L 4 13 Do you provide any pretreatment of wastewater streams that occurs prior to discharge to a sanitary sewer? 'Yes 0 No Cp Mr 772.A-i 4 i r c ar c� 14 Do you have a spill prevention, conta i nment and control plan (SPCC) for your company? 0 Yes B'No 15 Does your company have or plah to provide a parking lot, with a drain system to collect run off? 0 Yes B' 10 16 Do you dispose of any chemicals solvents or hazardous materials to other than the sewer? 0 Yes il-tao 17 If yes, provide a description of each material, giving the composition solids content, annual quantity means of disposal, and ultimate disposal location A 18 Does your company have the necessary Material Safety Data Sheets (MSDS) on file? 0 Yes t,YNo 19 List any prohibited pollutants being discharged as regulated by the City's Industrial Pretreatment Ordinance Pollutant Daily Max. Conc. (mg /I) Daily Avg. Conc. (mg /I) 20 List any environmental control permits that are held by or for your facility DATE. 5I l /Zo/ Signature. /r NOTE. Attach additional pages if needed RETURN TO City of Port Angeles Public Works Department Wastewater Division Pretreatment Program P O Box 1150 Port Angeles WA 98362 PW- 804_02 page 2 [1/941 510 655 1133 05/07/2010 12 23 #336 P 003/004 21 If additional pretreatment and /or operation and maintenance activities are required in order to comply with the City's Industrial Pretreatment Ordinance, then the discharger shall provide a compliance schedule attached to this form which describes how the facility will conform to the requirements The information contained in this questionnaire and disclosure statement is familiar to me and to the best of my knowledge and belief such information is true, complete and accurate. Title: S N a-4 2.37.e.-; From Clausen Engineers CLI STRUCTURAL ENG1NEER PROJECT_ CLIENT DESIGkEiy 510 655 1133 05/07/2010 12 23 #336 P 004/004 L r 3c-w_ 471N) cti 0 F 6.2-sr zliA 431 403 7 74/1--p ,JoeNo 242IZ SHE 0-744-1 7 DATE 5 L-V 2 /4") PREPARED 5/04/10 8 20 10 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/04/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00001241 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 5/04/10 PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 3/10/10 JLL 3/10/10 AP PL99 01 5/04/10 SUBDIV BLDG FINAL TIME 10 00 May 4 2010 8 14 23 AM 1pangrle TODD 670 9402 BUILDING FINAL KITCHEN 10 00 AM INSPECTION COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 ME1 01 3/04/10 JLL MECHANICAL ROUGH IN 3/04/10 AP March 3 2010 3 45 13 PM 1pangrle DAVE 253 691 2831 'RE INSPECTION OF PINHOLES IN THE DUCT March 4 2010 4 12 01 PM jlierly ME2 01 3/23/10 JLL MECHANICAL HOOD DUCT 3/23/10 AP March 23 2010 8 12 37 AM 1pangrle DAVE 253 691 2831 MECHANICAL ROUGH IN CLASS 1 EXHAUST HOOD March 23 2010 4 27 39 PM jlierly MECHANICAL FINAL TIME 10 00 May 4 2010 8 15 33 AM 1pangrle ME99 01 5/04/10 1 TODD 670 9402 MECHANICAL FINAL KITCHEN 10 00 AM INSPECTION PLUMBING UNDER SLAB March 10 2010 3 12 27 PM 1pangrle JIM L ROUGH IN PLUMBING UNDERSLAB March 10 2010 4 53 40 PM jlierly PLUMBING FINAL TIME 10 00 May 4 2010 8 16 02 AM 1pangrle TODD 670 9402 PLUMBING FINAL KITCHEN 10 00 AM INSPECTION LOWER ELWHA KLALLAM TRIBE 7a7lxra nax-sX'ay'arn "Strong People 285.1 Lower Elwha Road (360) 452 =8471 Port Angeles' WA 98363 Fax: (360) 452 -3428 cknowledge between the City of Port Angeles and the Lower Elwha Klallam Tribe April 30, 2010 The. Lower Elwha Klallam Tribe would like to extend their appreciation f or the continued support that the Cityof Port Angeles has provided during the construction of the Elwha Klallam Heritage Center By working together we have.successfulty revitalized an old vacant building into one of the rnost.amazing: buildings in Port Angeles. During;the construction process, there were portions of the roof insulation at the Heritage Center located at 401E. 1 Street, Port.Angeles, Washington, that have-been installed under the equivalent facilitation procedures" in ,lieu of specific 2006 International Building Code requirements. It is acknowledged that the insulation does not meet:the.2606 IBCbut equivalent facilitation has been accepted by the City. of Port Angeles Building Department. The City of Port. Angeles accepts no responsibility for the design or performance: of this ceilinginsulation.system Any future remodel or repair shall be to current•Building Code regulations. Lower Elwha Klallam Tribe Clausen Engineers --4) PREPARED 4/30/10 8 16 01 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/30/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS clarification for some items in question /jll BLI 01 2/18/10 JLL BLDG INSULATION 2/ 8/10 AP February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION February 18 2010 4 47 54 PM jlierly partial inspection approved ok to GWB except kitchen area BLI 02 3/10/10 JLL BLDG INSULATION 3/10/10 AP March 10 2010 3 06 26 PM 1pangrle JIM L INSULATION March 10 2010 4 53 40 PM jlierly BLI 03 3/11/10 JLL BLDG INSULATION 3/11/10 AP March 10 2010 4 34 52 PM 1pangrle WALT 457 2067 PARTIAL INSULATION FSK PAPER March 11 2010 4 05 59 PM jlierly BLTB 01 4/16/10 JLL BLDG T BAR TIME 01 00 4/20/10 AP April 15 2010 3 31 15 PM 1pangrle BOB 477 8084 T BAR AFTERNOON April 20 2010 8 44 58 AM jlierly BL3 02 4/30/10 LL BLDG FRAMING TIME 01 00 el April 29 2010 2 25 28 PM 1pangrle TOM 808 0192 PARTIAL FRAMING ON THE ENTRANCE STRUCTURE THAT HOLDS THE CANOE AFTERNOON COMMENTS AND NOTES 4& ASSOCIATES INCORPORATED April23 2010 Mr Garret DelaBarre DelaBarre Construction 72 Wellman Road Port Angeles, WA 98363 SUBJECT Elwha Klallam Heritage Center, 401 East Front Street Port Angeles, Washington Dear Mr DelaBarre. At your request this office has inspected the `House Post and fabricated Log beam framing and connections in the main lobby area of the structure noted above The framing and the connections used to tie the posts to the concrete slab and the fabricated `logs to the wall framing are more than adequate to provide adequate support for the decorative posts Each post has (4) HTT4 holdown anchors attached to the concrete slab that provide adequate resistance to overturning and sliding forces for non structural members The fabricated logs have a minimum of (3) Ledgerlok strews attaching the framing to the wood framed walls and have adequate strength to support the proposed trellis. The architectural features noted above have adequate strength to support the required loads and are acceptable to this office as constructed Please feel free to call if you have any questions regarding this matter Sincerely Tracy Gudgel, P E. RECEIVED' APR 2 9 2010 1 6 °p caw xµ� CIVIL ENGINEERING LAND SURVEYING 301 East 6th Street, Suite 1 Port Angeles,Washmgton 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovic @olympus.net PREPARED 4/16/10 9 12 32 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/16/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS clarification for some items in question /jll BLI 01 2/18/10 JLL BLDG INSULATION 2/18/10 AP February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION February 18 2010 4 47 54 PM jlierly partial inspection approved ok to GWB except kitchen area BLI 02 3/10/10 JLL BLDG INSULATION 3/10/10 AP March 10 2010 3 06 26 PM 1pangrle JIM L INSULATION March 10 2010 4 53 40 PM jlierly BLI 03 3/11/10 JLL BLDG INSULATION 3/11/10 AP March 10 2010 4 34 52 PM 1pangrle WALT 457 2067 PARTIAL INSULATION FSK PAPER March 11 2010 4 05 59 PM jlierly BLTB 01 4/16/10 _L BLDG T BAR TIME 01 00 April 15 2010 3 31 15 PM 1pangrle BOB 477 8084 T BAR AFTERNOON COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 40 SQ FT MONUMENT SIGN NON ILLUMINATED Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Permit SIGN Additional desc yD,.JX SF MONUMENT SIGN 10 00000261 Date 3/23/10 992425 401 E 1ST ST 06 30 00 5 9 1940 0000 ELWHA KLALLAM HERITAGE CT SIGNS COMMERCIAL ARTERIAL 125 Contractor ALDERGROVE CONSTRUCTION INC 336 BENSON RD PORT ANGELES (360) 457 2067 Permit pin number 162487 Permit Fee 115 00 Plan Check Fee Issue Date 3/23/10 Valuation Expiration Date 9/19/10 Qty Unit Charge Per 00 47 0000 PER S ALL SIGNS OR TO 25 SF 1 00 115 0000 PER S F/S OR PROJ SIGN 25 SF Special Notes and Comments March 22 2010 10 26 41 AM sroberds The proposal is a free standing monument sign in the CA zone Property dimensions allow for 100 sq ft of freestanding signage with no more than 50t visible from any one location The 40 sq ft proposal is therefore approved Fee summary Permit Fee Total 115 00 115 00 00 Plan Check Total 00 00 00 Grand Total 115 00 115 00 00 T:Forms/Building Division/Building Permit Charged Paid Credited WA 98363 Due Extension 00 115 00 00 00 00 00 125 /0 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit doe not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance ofconstructi JJD (ThvvE <S71:etie,S 0 1 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting BUILDING-PERMIT :INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T:Forms /Building Division /Building Permit FINAL Date Accepted by FINAL Date Accepted by Date Accepted By 0 0 5 PREPARED 3/23/10 8 14 19 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/23/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00001241 COMM REMODEL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 3/04/10 JLL MECHANICAL ROUGH IN 3/04/10 AP March 3 2010 3 45 13 PM 1pangrle DAVE 253 691 2831 RE INSPECTION OF PINHOLES IN THE DUCT' March 4 2010 4 12 01 PM jlierly ME2 01 3/23/10 JLL MECHANICAL HOOD DUCT t March 23 2010 8 12 37 AM 1pangrle I 253 691 2831 MECHANICAL ROUGH IN CLASS 1 EXHAUST HOOD COMMENTS AND NOTES SIGN PERMIT APPLICA CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent S Property Owner 'E//,�/j 6-e Property Owner's Address 2861 L dlizev u)1, Qr Contractor /Engineer Contractor /Engineer's Address n-I c16 CQiv)S License AL,DER. C 1(HZC( cto TION Print In Ink i l For City Use Only Date Received_;3 -16-1 I Permit Date Approved 4 Phc{E''4 4 1-7 I Y./0c Phone Pfl- .111Ft- qZ363 =-2MQ9 Phone L. 51- 'ZOO 1 Expires Project Address a?)Z s� Business Name E/via /c. /,J /a,, 1.o„i *c c�c Parcel Number ©V30 poSq (q t Lot Zoning U Submit an 8 %"x 11 "site plan three sets of plans that include Type of sign (wall- mounted projecting freestanding illuminated other Placement and sq ft. area How the sign will be securely attached (Engineering specs may required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code of the City of-Port Angeles Municipal Code for sign requirements. Sian Type Brief Description. (Type, location, sq. ft.) Sign #1 vY1UY1 um,s —r our) 40 So F I Sign #2 n o rn i I 1 um: n o- 1 i r,'4e_rn c4 U u e Y 2 I uw I i J i fr P to rj i fir+ i Sx Totals (Unit charaes Sign(s) 0.0 Unit Charae Quantity :multiplied by quantities) Type of Sian Valuation tr))," $47 00 x $85 00 x $115 00 x T Forms /Building Division /Sign Permit Application.doc All signs less than or equal to 25 SCI ft. Wall sign or marquees, over 25 sq ft. Freestanding sign or projecting sign, over 25 sq ft: e,, W0- io a s` o r GRAND TOTA v I I Make Checks Payable to City of Port Angeles Gh0 e r° oh 3 73/10 Credit Cards (Except American Express) are accented -S-m L A Sue K 5t #he. awls `r Existing sign(s) area -P") sq ft. +,Proposed sign(s) area sq. ft: .Total sign(s). area sq. ft. Building facade :area •(height ft: X width ft.) sq. ft. (If' a building has more than one business in it, onlymeasurathe area of the buildingfacade•that is by.the.business applying :for this permit.) I have read: and completed this application and know it to be true and correct. I am: authorized to apply for this: permit .and .understand that it is my responsibility to determine w .t permits are required and to obtain permits to working projects Date3'Jl, I ID Print Name WavVeM �1 Signatur tp. CITY OF PORT ANGELES Constnrc. ion Plans The Issuance of this permit based upon these pl ins, specifi- cations and other data shall not prevent the buil ling official from thereafter requiring the correction of en qrs in said plans, specifications and other data, or from preventing building operations being carried on thereund :r when in violation of all codes and ordinances of this urisdiction. yy Approval Date 3 1P, (..k‘ \Dp, PREPARED 3/11/10 8 16 21 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/11/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV clarification for some items in question /j11 BLI 01 2/18/10 JLL BLDG INSULATION 2/18/10 AP February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION February 18 2010 4 47 54 PM jlierly partial inspection approved ok to GWB except kitchen area BLI 02 3/10/10 JLL BLDG INSULATION 3/10/10 AP March 10 2010 3 06 26 PM 1pangrle JIM L INSULATION March 10 2010 4 53 40 PM jlierly BLI 03 3/11/10 JLL BLDG INSULATION March 10 2010 4 34 52 PM 1pangrle WALT 457 2067 PARTIAL INSULATION FSK PAPER COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 PREPARED 3/10/10 15 13 35 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09- 00001241 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 457 2067 PHONE (360) 452 8471 PL1 01 3/10/10 JLL PLUMBING UNDER SLAB March 10 2010 3 12 27 PM 1pangrle JIM L ROUGH IN PLUMBING UNDERSLAB COMMENTS AND NOTES PREPARED 3/04/10 8 27 12 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/04/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00001241 COMM REMODEL PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME1 01 3/04/10 MECHANICAL ROUGH IN March 3 2010 3 45 13 PM 1pangrle DAVE 253 691 2831 'RE INSPECTION OF PINHOLES IN THE DUCT COMMENTS AND NOTES k b° GPO o LE ci4 Date Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date 2 00 1 00 2 00 5 00 1 00 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc KITCHEN IMPROVEMENTS (THEIR PHASE SIX) LOWER ELWHA KLALLAM TRIBE ATTN DONNA LUCAS 2851 LOWER ELWHA RD PORT ANGELES WA 98 (360) 452 8471 Structure Information 000 Construction Type Occupancy Type Qty Unit Charge Per 10 00 7 0000 THOU Qty Unit Charge Per 7 2500 EA 10 6500 EA 10 6500 EA 10 6500 EA 10 6500 EA Permit Additional desc Permit pin number 157396 T:FormsBuilding Division/Building Permit COMMERCIAL ARTERIAL 60000 Contractor Date 3/02/10 09 00001241 837422 401 E 1ST ST 06 30 00 5 9 1940 0000 ELWHA KLALLAM HERITAGE CT COMM REMODEL ALDERGROVE CONSTRUCTION INC 336 BENSON RD PORT ANGELES 363 (360) 457 2067 WA 98363 000 KITCHEN IMPROVEMENTS PHASE SIX TYPE V NON RATED BUSINESS OFF /PRO /MED /REST BUILDING PERMIT COMMERCIAL KITCHEN IMPROVEMENTS PHASE 6 157362 740 25 Plan Check Fee 481 16 3/02/10 Valuation 60000 8/29/10 BASE FEE BL 50 001 100K (7 00 PER K) MECHANICAL PERMIT 157388 160 35 Plan Check Fee 3/02/10 Valuation 8/29/10 BASE FEE ME VENT FAN (SINGLE DUCT) ME VENT SYSTEM (NON HVAC) ME HOOD /DUCT MECH EXHAUST ME STOVE /FIREPLACE /MISC APP ME FUEL GAS PIPING 1 5 OUTLETS PLUMBING PERMIT Extension 670 25 70 00 Print Name Signature of Contractor or Authorized Agent 00 0 Extension 50 00 14 50 10 65 21 30 53 25 10 65 Signature of Owner (if owner is builder) t o Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned fora period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not pre e to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of con uction. -a �O/ /j ov &vtr FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T:FormslBuilding Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Comments FINAL Date Accepted by FINAL Date Accepted by 1 1 1 Date Accepted By CITY OF PORT ANGELES C DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 09 00001241 Date 3/02/10 Application pin number 837422 Permit Fee 127 00 Plan Check Fee 00 Issue Date 3/02/10 Valuation 0 Expiration Date 8/29/10 Qty Unit Charge Per Extension BASE FEE 50 00 11 00 7 0000 EA PL- PLUMBING TRAP 77 00 Special Notes and Comments December 2 2009 7 57 48 AM rbecker The lawn sprinkler system will need a double check backflow assembly installed If the fire sprinkler system is a closed system it will need a double check backflow assembly If there is chemicals in the fire system you will need to install a reduced pressure backflow assembly If it is an open fire system you will not need to install a backflow assembly If water serves commercial dishwasher that adds soap or any chemical automatically heat pump boiler food processing beverage dispenser or anything else besides a sink I will need to do an inspection with you to determine what you do or do not need Contact Ron Becker at (360)417 4886 E mail rbecker @cityofpa us Fax (360)452 4972 This project will require a seperate permit and hood and duct suppression system plans for review A full suppression system test will be required December 16 2009 5 09 16 PM sroberds The permit is for kitchen improvements to a commercial kitchen in the CA zone No land use issues are ancitipated Public Works Utility Engineering has no requirements for this plan review December 22 2009 2 08 16 PM jyoung The kitchen required a 50 gpm or equal size Grease trap which is a Dormont Model WD -50 This unit is not recessed into the slab but will sit on top of the concrete slab under the soiled side dish table This will work given that unit has ample room for cleaning and maintenance The clearance between the top of the grease interceptor and the bottom of the dish table will be at least 12 which would be sufficient Owen Nitta of Pressler Engineering recommends that lever waste drains be added and installed on three compartment sink to allow for shut off of those drains and removal of the grease trap unit itself for annual deep cleaning of this unit if required Other Fees Fee summary Charged Paid Credited Due Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Fom sBuilding DivisionBuilding Permit STATE SURCHARGE 4 50 FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 1 ESA. Landscaping 1 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T:Forms /Building Division /Building Permit IFINAL Date Accepted by FINAL Date Accepted by Date Accepted By J Application Number Application pin number Permit Fee Total Plan Check Total Other Fee Total Grand Total Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 3 09 00001241 Date 3/02/10 837422 1027 60 1027 60 00 00 481 16 481 16 00 00 4 50 4 50 00 00 1513 26 1513 26 00 00 BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab 3 -10 i0 Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Fxhaus* 110 3 2, 3— 1p Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting "3"L-1-- PLANNING DEPT Separate Permit #s SEPA. Parking Lighting I ESA. Landscaping 1 SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T.Forms /Building Division /Building Permit FINAL Date 0C) Accepted by IL L I) va—tes+ on ouott 31,01 1FINAL Date 5 1 0 Accepted by 71 1--- Date Accepted By 0 PREPARED 3/10/10 15 12 09 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS clarification for some items in question /jll BLI 01 2/18/10 JLL BLDG INSULATION 2/18/10 AP February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION February 18 2010 4 47 54 PM jlierly partial inspection approved ok to GWB except kitchen area BLI 02 3/10/10 J L BLDG INSULATION March 10 2010 3 06 26 PM 1pangrle t JIM L INSULATION COMMENTS AND NOTES AO B C taws e ,n: Struc.tura1 Eng Ineers, Inc Nte.m,--atalt_d u m L 28 To. Jim Lierly. Port Angeles Building,Department CC. Warren Stevens cc: Michael Gentry FrOm Kers Clausen PrOject: EIWha:.:Klailam Center Email jlierly@cityofpa.us. Email warren stevens@elwha.nsn us Email michael@gentryarchitecture corn. Date. February- 25, 2010: Jo44■10 2421:2 RE 404E First -Street traSulatton During e Tegarding,insulation you: askedue we will with ventilation ancitrioiSture;contrOkin the attic. Theperm itdraWings,show.standard battinsulation?installedtight between theexisting wittr no:air:epaertietweert the roof deCk and the insulation The attics in this building- are much. higheiTthap'4 3' and 16' Wewish:toinsOlate the:bOilding,et.,ehoWn.on .athendedi*the:enclosedrdraWing A7 4 This method of insulation has successfully used for many years on thousands of :buildings espeCiallY Those builtwith. old:growth tirnbers Theenviriprimentefthe.atticsjs.identified.byChapter Ofthe:20.091BC-arnendedby Amendatory Section WAC 51-50 of the Washington State Administrative Code Our Code researth..is. shbWri L28A. These codes .requirerninimum. 1" air ga.plbetween;the wood roof and for ventilation WebelieVelhat this requirement responds to thinplyWoodToOfS*hich have failed in:high:hum attiet I ndustry has found it difficult to comply withthis..code;reqUirerneht, triggering amendments Thebuiidingis over old and the, roof framingmas-notdetailed Ao the missing 1' air gap IThejPiStt.r1.1n:,perpendiCulartO the roof slope end we wish not drill vent'holeeom the upper 1" qf_theloiStsJor structural reasons The design team does not know how to meet the airspace requirement, without drilling hundreds of vent hOlesAhrough:the'rOof which would exaborate situation, allowing,More moisture in the -building-WhiCh we;are trying-to,prevent. Atissge-is to control nioisture that can condense between the insulation and the roof deck. The desigriTtearrwbelieves that the solution: provided: on drawing A7 4 Where ithere is not ,excessive moisture in-the rectifies the issues the Code is :trying to address with the 1 air gap Knowing; that our drawing:A7 4 does not include thetairgap we suggest this situation is mitigated CApocumentsand,Settings1Kers ClausenIMy Documeptst242124028.wpg Page 1 of 2 1 lt RailroadAve Suite-308 Port Angeles •yvosbingfom 9862 (360)452 (360).457 2929 fax mbe m 2,8 W B c :a. u eii. Stt itict or E flg.:i1re;e .:t S 1 11,c by4eqUiValent-facjIitation! imeaSures CodeNanances W that tr.ifollowing equivalent facilitation- 'Cbehrtianta be-.abce,pited to :mitigate the 1" -Vehtilation 1 Thundersicie-,layer of sheatninTit,g4g r *4ft:fir *nichAsmcre::resistahtto.‘clryrotthen, *tandard!Phiwp04:roofqeeking The;havii ,reSpondi:Wa:_-reault:Of deterioration of newer 'wood products 'havihg, a ,:lower quaIttthan the Okigrowth :Materials -used r 60 year* ago 2 1 -Sheathing is ihgpockconditiphiandj* 1 N thick, atimes :as as. •Stan:481;4 plywood roof 3 There the: fir,:deekiLl6i*erelp be effected :by--ekeeSSiVa Thit:Orbuida*structural reclUndanty 4 Thet:ereas above .the ,ceilings wilkhreveifoWbEiOdity tlUbtWorkjh.atpasS::thrbughAhis.:spaCe 5 Thei anCt, a5e,:Cartainlyi.nbtairlight, aliowing cordItioned air into te attics It arg Lied that this building has .no attics as an attic is defined in IBC Chapter 2 as the space 1;;i0twa.ah bndAne-Ini0f 'Thellee:00410 eeiling':15eenis *hen *tippOrte4K:SUspencied bar systems 6 ThiSAs..:rpt a1ife/safety.recpitetnent,Chhe000,identifying existing 'building* tiporryChatigeirpOcCuparicy: :o:orgried -on; :cirawif)g: A7 4 =retard* 4lira: lhat, toUld- pQtential cor'densation between the roof deck and the insulation b&cause there is Iow humidity in the attic therej*4`yabor -retarder ibri Side::.dftheciritipatioft :and'Thereui*-116;spabe for ,air to PanderiSe: 1 ofthe-f0dWeathitig With,fiberglass. batt, insOlatbelbw4iffta vapor retarder below There nOjuncisiin.the iejlierhateSOlUtiOn,a nd4WelJelieve it willigeliverhP„ better*OlUtibb-tha rvth at prserited.in burditawirigAT 4 '1,6/0401.0hatiWecOn proceect-withAnsulatibrkitthe 07ieLenclosed drawing A7 4as If you do not 'ObneLir;, will as you adcept, the contractors: oiutioh GVOcurnOtS;:ancOettinOSIKer& C/ausentAly-ppcurnept4-24424:0243*pd Page of 11$0.43011(604,Ave, 80ite308 portArigels •Washingtaif g'80)4,=34_23.. -06(4457 29294,ax PREPARED 2/18/10 8 36 25 CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER REQUESTED TYP /SQ COMPLETED 2/18/10 BLI 01 401 E 1ST ST ELWHA KLALLAM HERITAGE CT ALDERGROVE CONSTRUCTION INC LOWER ELWHA KLALLAM TRIBE 06 30 00 5 9 1940 0000 09 00000343 COMM REMODEL INSP RESULT DESCRIPTION RESULTS /COMMENTS INSPECTION TICKET INSPECTOR JAMES LIERLY SUBDIV PHONE (360) 457 2067 PHONE (360) 452 8471 clarification for some items in question /jll BLDG INSULATION February 18 2010 8 35 27 AM 1pangrle BOB 477 8084 INSULATION COMMENTS AND NOTES PAGE 2 DATE 2/18/10 or LN4J1) cs dit.41t- (0' Ex L',E 1= A-c_ e 1' PREPARED 2/10/10 8 49 02 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 2/10/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLEW 01 8/14/09 JLL BLDG FOUND FTG /STEM WALL TIME 09 00 8/14/09 AP August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING August 14 2009 4 05 12 PM jlierly BL1 02 8/20/09 JLL BLDG FOUNDATION FOOTING TIME 01 00 8/20/09 DA August 20 2009 8 59 03 AM 1pangrle STEVE 460 3228 FOOTING AFTERNOON August 20 2009 4 51 53 PM jlierly BL1 03 8/21/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/21/09 AP August 21 2009 8 18 46 AM 1pangrle STEVE 460 3228 FOUNDATION MORNING August 21 2009 4 50 40 PM jlierly BLWS 01 1/11/10 JLL BLDG INSULATION WALL /FLOOR 1 /11 /10 AP January 8 2010 2 06 22 PM 1pangrle BOB 477 8084 FLOOR INSULATION January 11 2010 4 13 07 PM jlierly BL9 01 1/21/10 JLL BLDG SHEARWALL TIME 01 00 1/21/10 AP January 20 2010 4 51 19 PM 1pangrle BOB 477 8084 SHEARWALL AFTERNOON January 21 2010 4 02 03 PM jlierly BL3 01 2/10/10 J BLDG FRAMING l!l February 10 2010 8 48 06 AM permits LL T V FRAMING COMMENTS AND NOTES (.3 0 c 2 era0 e f1:: W B Clausen Structural Engineers, Inc Memorandum L25 To cc cc. cc cc From Project: Jim Lierly Port Angeles Building Department Warren Stevens Michael Gentry Eric Schwartz Ann Lembcke Kers Clausen Elwha Klallam Heritage Center Job No Email ‘7,61lierly@cityofpa.us ,�lierly @cityofpa.us Email EXPiRE5 a Email Email Email Date michael@gentryarchitecture com eric @olympicrestaurantequipment.com ann @olympicrestaurantequipment.com February 9 2010 24212 RE 401 E First Street Rough Framing Details Engineer of Record (E 0 R) Structural Observation Representatives of Clausen Engineers have periodically inspected the structural connections at the referenced building We are pleasedto advise you that the rough framing on this building is now complete to meet the intent of our revised structural drawings As discussed prior to construction this being a retrofitted building has required Structural Observations by the Engineer of Record There have been some field directives from the E 0 R. during construction to deal with onsite conditions Most of these field directives are shown on the revised drawings S -1 K -10 and S -11 copies enclosed The Contractor is ready to insulate the building and apply sheetrock to the surfaces of the partitions and exterior furring walls We hope your department can release the City rough inspection of the building so the contractor can proceed with the next step of the building The E 0 R. Kers Clausen has performed Structural Observations for concrete work and rough carpentry framing work as defined in Section 1709 of the 2006 International Building Code This has been conducted during over a dozen site visits to the project. The care that the design team has placed on construction observations of this building exceeds industry standards We hope this report meets your approval evens elwha nsn us W1242001242121024 wpd Page 1 of 1 115 E. Railroad Ave Suite 308 Port Angeles •Washington 98362 (360)452 3223 (360) 457 2929 fax W B Clausen Structura Engineers, Inc Memorandum L 19-C To Tracy Grudgel Zenovic Engineers Via cc Jim Lierly Via Port Angeles cc Warren Stevens Via uilding Dept Hand delivery Hand delivery cc: Michael Gentry Email Hand delivery From Kers Clausen Date February 9 2010 Project: EIWhaKIallam Heritage Center Job No 24212 RE 401 E First Street Thank you again for your quick reply. to our.program to strengthen connections between the roof trusses and the roof joists at=the Northernmost`two trusses We have shown additional -roof wall -ties:added duringthisproject on revised drawing S -1 and new drawing 'S -11 so it is clear howthe ~building: is tied together During field investigationsof interior :connections in mid January Clausen Engineers discovered some deficienciesbetweenrthe existing :joists °and -roof trusses at two locations in the building We have:Mitigated this situation asshown onrdetails .F/S-11 and G /S -11 on new drawing S -11 dated February 8 2010 Clausen Engineers offers a Structural -Observation Report identified as L25 dated February 9 2010 for concrete work and wood-framing,.as suggested in Section 1709 of the International Building Code This should.help place- the-responsibility of the structural conditions on the designer instead of the Building `Department. This is a response to your email dated February 2 2010 item by item 1 Since :performance :based design has not been accepted the ledgers supporting roof joists on the South: side of Line C and the North side of line B have been strengthened as shown on .new details F /S -11 and G /S -11 2 The ledger to stud connectors deficiencies have been mitigated adding a34 clips as shown on new drawing:S -11 and new calculation sheets S19C -1 and ST9C -2. 3 Upon further review of the stud connections we have found four 20d nails connecting the tops and bottoms of the referenced studs to the trusses We have C•1Documents and SettingslKers Clausen\My Documentsl24212L019C].wpd Page 1 of 2 115 E Railroad Ave Suite 308 Port •Washington 98362 (360)452 -3223 (360) 457 2929 fax W B Clausen Structural Engineers, Inc Memorandum L 99C shown these on details F /S -11 and G /S -11 These are adequate to resist seismic forces identified by ASCE 7 -05 Section 12 1 4 which applies to beams and girder ties Please note this section of the Code does not apply to joists However if this section of the code were applied the lateral force on the studs would be 640 X 0 05 32 pounds 4 The weight of the existing roof and all joist or rafter connections exceeds any possible wind uplift loads. Please note that the seismic ties that have been added to existing roof /roof and roof /wall connections have been `voluntary' and are constructed well above industry standards Section 3406 of the IBC and section 1 6 of ASCE 7 -05 does not require seismic retrofit of existing connections PLEASE NOTE THAT THE STRUCTURAL OCCUPANCY OF THIS BUILDING IDENTIFIED ON TABLE 1 -1 of ASCE 7 -05 HAS NOT CHANGED This Table is repeated in Chapter 34 of the IBC 5 Revised details on drawing S -11 show the higher roof in the as -built condition 6 The Kitchen ceiling has been but and inspected by Clausen Engineers The ledger on Detail D /K -10 supports the roof and is an existing ledger Please note that this ledger is further detailed on new drawing S -11 as identified on revised detail D /K -10 Detail B /K -10 shows two ledgers The upper ledger has been replaced by wall framing noted as an alternate on revised detail B /K -10 The lower ledger is a new ledger that has been installed and inspected per plan 7 Strapping is shown on revised detail A/K -10 We hope this response to your email meets your approval and that a final framing inspection can be completed C and SettingslKers Clausen!My Documents124212L019C1 wpd Page 2 of 2 115 E. Railroad Ave Suite 308 Port Angeles 'Washington 98362 (360)452 -3223 (360) 457 2929 fax 1 LT =CL= USE 4 tTRUCTUR :6b. G6j9fz`b y" L 71 6( 4 c c F s Z S 10 LE 3 x/- Le960- 2 3 041(.' 2x 2x r� zod Noi -(c5 RoSwo p= Zo PL I I�oj►� ?o x 3 2 —64 0 JOB NO. 24 21 z- SHEET I J C -1 DATE Z'1 2J Zoi.0 -20,4 KA-iLs GF 133x3 400w IA 34'v/3 L'L4, t 4 s .6-= 31 7 6,4D I- 2.0d NAIL GF 133?(/ 133 J M4 -i.ce 6-r t 88 2- 3oAkI1Ls G F 133,X2 0 8 5-8) 640 1�1f' i :,GL S A9 RUCTu, i4,t 6 Q4.04 l 716A-1 F L� c 5uer N E L PRPJEcT PONT •DESIG 410 r-_ 3WPL 3 Z4. -x Z C.0 4' C7 IO® NO. 7 2 t 2 SHEET S DATE 2 2 a 0 pe 6/5- 2 x 8 LeD6Va. wI 3 lx4VZ "5v5 c wreZ4" 3 SPs G SSox3 )05 ?,4a W B Clausen Structural Engineers, Inc Memorandum L26 To Jim Lierly Via Port Angeles Building Department cc Warren Stevens Via Hand delivery cc Michael Gentry Email Hand delivery From Kers Clausen Date February 9 2010 Project: Elwha Klallam Heritage Center Job No 24212 RE ARTWORK 401 E First Street Enclosed find new drawings S -12 showing th Canoe Support Structure and ART 1 showing the interior planter We wish to add these elements to the project. Also find enclosed calculations 35 -1 35 -2 showing the design of the beams supporting the canoe structure These beams and columns were originally shown as wood beams They have now been changed to steel Our original drawings for the beams and columns have been revised Note we have added detail A/S -11 showing the connection of these beams to the building which were built per my direction before the stucco was added We hope there art items meet your approval as we wish to begin construction soon Hand delivery the C and SettingslKers ClausenlMy Documents124212L026wpd.wpd Page 1 of 2 115 E Railroad Ave, Suite 308 Port Angeles •Washington 98362 (360)452 -3223 (360) 457 2929 fax zJ M1tlY a� S hr o ;MCI I nd,. Z ik a i CLIEN' —El I -5,�„ E :PIR i 4_ DESJGR FY V "y L 15 1 /4 4 AN Ts &)tiel 7o,t Pi 'd /..,7b HE'o Trios .1 x`14 8 x 0P 14 el. 1 7 z4 ff I 1 I I I I CPc140e 0-04 Soefwax5 JOE kO SHEET .DATE P c-, 4 0 764- 1 fili ft o T I rA IV( t. 121Gri 14104 E..- Ct,ii.tiSEN STRUCTURAL L ENGINEER PROJECT CLIENT DESIGN SY %J JJ .)P41//) Liss NS5T6 x 1 i 11 tor 22 ►SA(,F. S �S A P I aAw00 o. HEfwasT ow) P©, NT W g,, lJt. D 4 w ry. ll,s 2 2-+ 3St30= VooPLF' ''\mAxs 0./x 9 ►SZ D,$x .r 4 3.exr2. K5(4 <22ws1 1s 2 JOS NO 212 cHEET S' DATE 3 PRESSLER fEngtneertng, inc Mechanical Engineering Consultants February 5, 2010 W B Clausen Structural Engineers Inc. 1727 64th Street Emeryville, CA 94608 -1005 Attn Kers Clausen F1jE Dear Kers, 18702 North Creek Parkway Suite 213 Bothell, Washington 98011 (425) 485 -3002 (425) 485 -8114 Fax tpressler @presslereng.com Subject. Ventilation Captive Aire Kitchen Design for Elwha Heritage Center Kitchen In accordance with your request, I have reviewed the Captive Aire Kitchen hood and make -up air design documents (Sheet No 4 of 9, 5 of 9, 6 of 9, 7 of 9, 8 of 9, and 9 of 9 Elwha Heritage Center Final, dated 10/23/2009) This hood design meets with our approval, and meets the exception 1 of Section 507 1 of the 2006 (and 2009) IMC This design also meets the standard of care, best practices for this application Furthermore, the air balance calculations presented in Matt Duncan's Captive Aire Systems letter dated January 26 2010 are reasonable, and of sound engineering, and consistent with more than 300 kitchen restaurant ventilation systems I have reviewed, or designed over the past 35 years Please call, or email me with any questions Sincerely Thomas E Pressler u 4 Ck WASH co 4 fr °NAL C' 0 z 4 EXPIRES 7/8/2010 ?1+64 bc-esSe Dp0.1-,0 s c ttle4. c co i 5 0 0 /a 1 1 1 1 Lower Elwha Heritage Center Operational Statement Kitchen Kitchen that is located in the LEHC will be used primarily for training purposes and preparation of food for meetings or local events. The kitchen would be considered a moderate use kitchen. It is not anticipated that the kitchen will be utilized on a daily basis nor will we be preparing restaurant or deli style food for sale to the public. A partial hst of anticipated use includes the following: Food preparation classes for young adults Food preparation classes for teenage children Cultural food preparation Food preparation for fund raisers (bake sale, etc Food preparation for the annual Canoe Journey Food preparation for meetings POSSIBLE CLASSES we may offer at the center are Food Nutrition Education Program) Provides the expertise and training component for nutritional programming at the Center Participants participate in sessions to learn the rudiments of food purchase and preparation that combine their food preferences from their home countries with foods and products that are available locally Instruction includes food safety, understanding product labels and information, recipes and preparation, and food budgets. The program involves both youth and adult participants. Art of Cooking Course Description. This course is designed to develop and increase skills in food preparation while applying nutrition principles and sanitation. Students choose recipes, plan and budget for cooking, prepare and cook their meal, and evaluate their success. This is a hands -on course for those interested in cooking and nutrition. Food prepared will be served to staff or meeting participants. Cuisine Course Description. This advanced course places emphasis on culinary skill improvement and provides a more challenging hands -on cooking experience for the students that love to cook. The course will take you on ajourney of International Cuisine as we explore foods and customs from around the world. At LEKHC, we take advantage of the many opportunities our beautiful setting affords to challenge students to get involved. We encourage students to revisit old interests and hobbies such as arts, cooking, reading, music, writing, and drama. We use our food preparation time to have students explore new recipes, food presentation and new foods, and teach healthy cooking habits mterceptfig FOG Home FAOs BMPs Recvclers Prohibitions Maintenance How It Works Compliance Checklists Grease Interceptor INLET B AIR INTAKE VENT FLOW REGULATORY DEVICE O&G ACC UMULATION ,2 C.rsxr SOLIDS ACCUMULATION INTERCEPTOR COVER 04G ACCUMULATION Gg-- OUTLET SAMPLE POINT Page 1 of 1 http: /www.oracwa .org/Pages /interceptfig.htm 11/06/2003 intercepttbl Page 1 of 1 A Flow from undersink grease traps or directly from plumbing fixtures enters the grease interceptor The UPC requires that all flow entering the interceptor must enter through the inlet pipe B An approved flow control or restricting device is installed to restrict the flow to the grease interceptor to the rated capacity of the interceptor C An air intake valve allows air into the open space of the grease interceptor to prevent siphonage and back pressure. D Oil and grease floats on the water surface and accumulates behind the grease retaining fittings and the wall separating the compartments. The oil and grease will be removed during routine grease interceptor cleaning. E Solids in the wastewater that do not float will be deposited on the bottom of the grease interceptor and will need to be removed during routine grease interceptor cleaning. F Grease retaining fittings extend down into the water to within 12 inches of the bottom of the interceptor Because grease floats, it generally does not enter the fitting and is not carried into the next compartment. The fittings also extend above the water surface to provide air relief. G Some interceptors have a sample box so that inspectors or employees of the establishment can periodically take effluent samples. Having a sample box is recommended by the UPC but not required. H Flow exits the interceptor through the outlet pipe and continues on to the sanitary sewer system. http. /www oracwa .org /Pages /intercepttbl.htm 11/06/2003 -4 44:A A What can a BIG DIPPER grease removal system do for you? If you plan to design or install a new high volume food service dram system, or renovate an old one, a BIG DIPPER® grease and oils removal system will help you avoid expensive business interruptions and higher operating costs in the future Here's how An affordable BIG DIPPER® system solves tough wastewater problems by removing Failure Stage and recovering nearly 100% of the grease, oils, fats and coarse solids from kitchen and O food processing flows. This prevents drain A new 4" pipe has a At 2" the pipe line clogging and protects septic fields and capacity of 450 capacity is 50 gpm- on -site treatment facilities. g p m only 11% of new capacity BIG DIPPER® systems are designed to eliminate grease trap pumping costs and expensive sewer surcharges while saving the cost of large in- ground grease traps or interceptors. This equipment has been performance proven in hundreds of worldwide restaurants, hospitals, schools, prisons, casinos and food processing plants. There are BIG DIPPER® separator sizes to meet the needs of both large and small applications. Pipe Failure Cycle New Condition Critical Stage In some cases, small metal traps still meet local codes. or large concrete grease However, with tough EPA regulations prohibiting disposal of liquid wastes in landfills, coupled with rising grease trap pumping costs and heavy sewer surcharges, the incentive for an automatic grease removal system is clear. Then, too, the special needs of many sites cannot be met with ordinary grease traps. Sometimes it is not physically possible or economically feasible to include a large concrete trap in the design. In difficult situations, BIG DIPPER® is a logical choice and often the only choice to meet local codes and One popular fast food location recently spent over $50,000 to replace their leaching field that had become irreversibly clogged from grease. EPA rules. Before BIG DIPPER® 634 Grease clogged down to 3" the capacity is 125 gpm, a 70% reduction After BIG DIPPER® 71 Performance The most important characteristic about BIG DIPPER® d: removal systems is that they work. There are countless success stories. One nationally -known fast food facility cut grease trap pumping costs by over $25,000 A large hospital m the Northeast saved an estimated $50,000 a year in fines and maintenance costs by installing a BIG DIPPER® This chart shows before and after grease amounts in the drain water of a fast food restaurant. Grease in municipal sewer systems is a major cause of repair costs to sewer districts worldwide. 2 Big Dipper® 1- 800/633 -4204 www.big dipper.com ©2002 Thermaco Inc. TRATOON AND CONDMONING www EWSWATER coin ENVIRONMENTAL WATER SYSTEMS- AllrERNAME WATElzbincakim 2417 O. 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Baking soda and other surfactants have been used in soaps and deter- gents for years to create the same ICN reaction, allowing soaps to work regardless of water conditions. EWS Water Conditioning should not be confused with water softening. Softening is the exchange of naturally found minerals for either sodium or potassium chloride. Softening can be very aggressive and has many trade -offs and disadvantages. EWS employs an environmental approach to water hard- ness issues, while allowing you to enjoy filtered water throughout your home. Molecules form concentric patterns which no longer adhere to surfaces. The Environmental Water System is like having a bottled drinking water fac tory in your home. Most filtration systems, some of which we also manufac ture, are devices that hook directly to the cold water supply under your sink. This provides you with varying degrees of filtered water limited to that tap only EWS Filtration is designed to provide you filtered water to the entire home. EWS provides filtered water for your consumption and usage at all your sinks, and filtered water for your consumption, absorption and inhalation during bathing, showering, steam or sauna. EWS Filtration provides a healthi- er water environment for you, your family and your home. In addition, EWS Conditioning helps solve those problems associated with hard water without the disadvantages of salt softening and brine discharge. EWS saves you money Now you can filter and condition water to your entire home without the continual maintenance. Environmental Water Systems uses no salts or other additives and EWS filtration is provided for years before GAC media needs replacement.* Enjoy the benefits of conditioned and filtered, quality water for fractions of a penny per gallon. Your professional plumber or builder can install an Environmental Water System to the main water supply to your home in a couple of hours. The EWS Appliance is user friendly and automatically backwashes itself. The EWS sys- tem also takes up less room than a soft water system and does not take up vital kitchen cabinet space. Quality clean water from every tap, every day Choose the number one filtra- tion system in America Environmental Water Systems. Polluted water contacts the Carbon Granule and pollutants are trapped inside. Clean, healthy water is the result. I EWS FILTRATION CLEAN, HEALTHY, QUALITY WATER FROM EVERY FAUCET IN YOUR HOME EVERY DAY EWS uses a unique Granular Activated Carbon system to filter water. Activated Carbon has long been rec ognized as an effective and reliable material for removing impurities. The primary raw material used for activat- ed carbon is any organic material with a high carbon content. These carbon based materials are con- verted to activated carbon by thermal decomposition in a furnace. The resulting product has an incredibly large surface area per unit volume, and a network of submicroscopic pores where adsorption takes place. Physical adsorption is the primary means by which Activated Carbon works to remove contaminants from water. Carbon's highly porous nature provides a large surface area for con- taminates (absorbates) to collect. The bottom line: Granular Activated Carbon is the most effective media, economically available, for the removal of contaminants from drink ing water. GAC has a unique ability to adsorb chlorine from water, and GAC is the most preferred method for complete protection of drink ing water from tri- halomethanes (THM's) and has been proven more than 99% effec tive.A high grade of 12x40 dedusted Granular Activated Carbon with a min- imum iodine rating of 1200 has been selected for use in all Environmental Water Systems for optimum filtration. THERE'S ONE FOR YOU Mobile homes, Condos, standard size homes, larger homes, homes with pools spas, small or large businesses, even large commercial or agricultural needs. EWS 1054. Standard Home System. 10' x 54 tank, filled with 1 5 cu. ft. 411bs. GAC, and one ICN Conditioner. 3/4 to 1 water service. Up to 15 GPM. EWS 1354 SERIES. UPGRADE DUE TO ANY OF THE FOLLOWING, greater water usage, multiple water heaters, larger home or family or water hardness at 15 grains (250 ppm or mg/1) or more, or larger service lines to accom- modate greater flow rate. 13 x 54 tank, filled with 2.5 cu. ft. 681bs. GAC, for greater dwell time and filtration with two ICN Conditioners for greater con- ditioning capabilities. 3/4 to 1 water service. Up to 15 GPM. Also available; 1 high -flow valve head up to 22 GPM, and 1 1/2' valve head up to 50 GPM. Each EWS unit hooks directly to the main line, and is easily installed by any professional plumber in 1 to 3 hours. *EWS units are appliances' that are sim- ple to disconnect and re- install in your next home. EWS provides you with a complete line of water filtration product from the sink to the whole home, from simple single applications to combinations that satisfy any need, concern, or condition. Contact one of our local distributors or access our website for all technical, schematic, and installation information at wwwewswater.com. It is important to know your water. If you are on municipally treated water, call to inquire with your local water utility company If you are on an indi- vidual well water application, have your water thoroughly and independent- ly tested so we may advise you on the correct system(s) for your situation. Avoid door to door salesmen, their scare tactics and the `hard sell' sales pitch. WARRANTY S Y S T E M S C H E M A T I C Environmental Water Systems warrants to the orig- inal owner that the water treatment system pur- chased is free from defects in material and work manship, and under normal use, service conditions and proper installation. Tank and conditioner not to fail in any manner for 10 years from installation, automatic timer and valve; not to fail if installed as required for a period of three years. Each unit comes with complete information on the installa- tion, set -up and care of your EWS unit, as well as, additionally beneficial consumer information. *The contaminants or other substances removed or reduced by this water treatment appliance are not necessarily in your water Pei fornance may vary based on local water conditions. To confirm the presence of any con- taminants, have your water supply analyzed by an independent and approved facility Not intended for use where water is micmbiologically unsafe or with water of unknown quality without adequate disinfection before or after the unit. To ensuteproper operation, follow installation pro cedunes. Filter maintenance schedule will vary and nest be replaced, as necessary as determined by usage and local water conditions. Ask your local wholesaler, dealer, retailer or EWS In representative for any addi- tional information and help regarding selection, expectations and instal- lation of your Environmental Water System. Commercial, industrial and /or agricultural products are available Well or adverse water condi- tions should be independently and completely tested and may be sub- mitted to our corporate offices through your local representative for a complete solution to your problem. ENVIRONMENTAL WATER SYSTEMS'' The Number One Filtration System In America. 9101 West Sahara Avenue, Suite 105-J8 Las Vegas, Nevada 89117 702.256.8182 Ph. 702.256.3744 Fx. www.ewswater.com 0 2003 EWS, INC. All nghts reserved. Made USA. Electrical: 24 Volt for valve head clock and automatic operation. Tank: Tough Epoxy and Fiberglass Outer Laminate Seamless, one -piece blow molded. Conditioning: ICN Conditioners catalytically suspend hardness minerals so they do not adhere to surfaces. (EWS 1354 con- tains two conditioners for greater capacities and hardness.) Lower Riser Screen and Underbed: For greater water distribution. Base: Standard hard shell glue on. EWS -1054 Standard Home Unit EWS -1354 Larger Home Unit (with 1 1/2' valy option) Valve Head: Controls automatic backwash. Drain: Backwash water, safe to go anywhere, no brine discharge. Freeboard: Allows media during backwash to lift. Automatic backwash mode reverses flow of water to clean out debris and to turbulate or rearrange carbon media preventing any packing or channeling. Filtration: High grade dedusted 12x40 granular activated carbon (GAC), with a minimum iodine rating of 1200. Outer Shell. Stainless steel jacket (non- functional, aesthetic only). *Cut -away illustration of EWS 1354 As of January 1, 2003. A U T H O R I Z E D DEALER STAMP Our assurance to you does not stop with the sale. We will provide you with the most responsive support that management and sales representatives can deliver BIG DIPPER® systems solved a huge grease problem at two Puerto Rican prisons and weekly removes more than 100 gallons of grease from each prison. Furthermore, in most applications, the recovered grease can be recycled. BIG DIPPER® systems are designed for easy field upgrading and a range of options enable installations to be customized to meet various conditions For example, automatic pumps can be supplied for the delivery of the collected grease oils to remote holding barrels. For applications needing alert response, an alarm sensor is available Your BIG DIPPER® affiliate can assist you with options for other needs. Innovation Recent years have seen constant product improvement in small to medium size systems, and the development of larger, more sophisticated central grease solids separation systems These innovations have produced the revolutionary BIG DIPPER® AST series. AST (Automatic Solids Transfer) eliminates the drudgery of handling effluent solids and, at the same time, enhances overall grease separation efficiency Today, Thermaco is the world leader in 'Separation Technology" with the industry's broadest line of systems to meet the needs from the smallest restaurant to the largest of food processors. Reliability and Maintenance The BIG DIPPER® line has gained an international reputation for reliability and effectiveness in waste- water pretreatment. Constructed, of heavy stainless steel, the systems are engineered for long -life service and low maintenance. Customer Service and Assurance Customer service and dedication to quality does not end with the sale Experienced management and field sales affiliates are always available to help customers with special needs BIG DIPPER® products are backed by years of testing and in- service refinement. Of all the systems installed throughout the world in the past two decades, over 95% are still operating efficiently every day This is quality you can trust. Commitment: Big Dipper is committed to total customer satisfaction. We are dedicated to the continuous improvement of our products through uncompromising attention to quality in both design and workman- ship Our drive to do the best job possible has been demonstrated in the evolution of our products and methods Big Dipper® 1- 800/633 -4204 www.big dipper.com 3 B�G QIAIDEReIS Internal Strainer BIG DIPPER ®•IS model with internal solids strainer basket Models available for flow rates of 20, 25, 35, and 50 gpm. Higher flow rates available. Rugged stainless steel con- struction. Programmable timer. Thermostatically controlled heater. Easy- access internal strainer. Separation efficiency up to 98 6% for free floating oils, fats and grease Optional pump and heated hose assembly for transfer of grease oils to a remote con- tainer. Optional alarm system for worry -free operation. Technical Information Grease, fats, and oils are less dense than water and will immediately rise to the surface when in water. BIG DIPPER systems operate on this principle BIG DIPPER® systems trap grease, fats, and oils with a proven efficiency of up to 98 6% BIG DIPPER® systems also automatically remove the trapped grease oils and place it into a container for recycling by rendering companies. BIG DIPPER •AST systems trap messy food solids in a separate compartment for automatic removal. The grease oils fats are separated in the interceptor compartment. The solids are automatically purged by the eductor pump Automatic Removal Benefits Automatic removal of grease oil retains the unit's separation efficiency Compact BIG DIPPER® units are more efficient than conventional grease traps. Automatic removal prevents chemical breakdown of oils grease keeping it suitable for rendering Automatic units can operate in areas where sanitation is important, such as kitchens and food processing facilities. Environmental Benefits Removed products can be sold to recycling companies decreasing the amount of grease, oils and fats dumped in landfills. Sewage treatment plants will operate more efficiently Large, ugly, inefficient passive grease traps are no longer necessary 4 Big Dipper® 1- 800/633 -4204 www.big dipper.com B/GDL ER•ASTAuto Solids Transfer* I Cleaned Water Discharge Grease Immediately Rises to Top of Tank Durable High Torque Gear Motor Special Skimming Wheel Attracts Grease Stainless Steel Tank Grease is Collected for Recycling and Sale to Nation -Wide Network of Rendering Companies Financial Benefits Avoid fines and surcharges. Avoid passive trap pumping costs. Sell the collected products. Lower municipal tax burdens. Avoid charges to clear clogged drains Long life components. Corrosion free materials. Automatic Solids Transfer Discharge Pipe Timer and Heater Operate to Liquefy Grease Models available for flow rates of 30 50, 75, 100, and 150 gpm Cutaway illustration of BIG DIPPER ®•AST showing operating principles *AST Models require facility- supplied water supply for pump operation Grease Is Wiped from Wheel into Discharge Trough Inlet Baffle Allows Water and Grease to Pass Solids are Separated Big Dipper® 1- 800/633 -4204- www.big dipper.com 5 BIG DIPPER ®•IS Units Convenience Stores Fast Food Restaurants School Cafeterias Shopping Centers Nursing Homes BIG DIPPER ®•AST Units Full Service Restaurants Cafeterias Commissaries Bakeries Hotels 6 Big Dipper° 1- 800/633 -4204 www.big dipper.com Airports Food Processing Plants Soup Kitchens School Cafeterias Strip Shopping Centers Concession Stands Church Kitchens gjThermacom 171770ER® Where's Convenience Stores Fast Food Restaurants Restaurants in High Rise Buildings Hospitals 12/45ER® Sports Arenas Casinos Cafeterias Theatres Correctional Facilities Hotels Grocery Store Kitchens and Delicatessens Full Service Restaurants Convention Centers Grease Removal Systems Large BIG DIPPER ®•AST Units Food Processing Facilities Meat Packing Plants Manufacturing Plants Universities Sports Arenas Some Fat's OK! Big Dipper® 1- 800/633 -4204 www.big dipper.com 7 Fast Food Restaurants Sandwich Shops Restaurants on Septic or On -Site Systems Compact Locations B /GD/11ER® MODEL W- 200 -IS B/GD//pER® MODEL W -750 -AST Full Service Restaurants Hotels Hospitals Casinos Prisons Schools Cafeterias Food Processing Facilities Custom systems are available to meet your special requirements contact Big Dipper° for details. 8 Big Dipper® 1- 800/633 -4204 www.big dipper.com Single Fixture Units Units in the 13.5 -30 GPM (.86-1.89 1/s) range typi- cally service a single fixture such as a pot sink or pre rinse station and are installed as close as possible to the device being serviced. W 135 IS 13.5 GPM (.86 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 301b /hr. (13.6 kg /hr) Solids Strainer Capacity. 1 16 gallons (4.4 1) 2' Inlet /Outlet (50 mm) 1500W/115V/60Hz* W 200 IS 20 GPM (1.26 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 301b /hr. (13.6 kg/hr) Solids Strainer Capacity. 1 16 gallons (4.4 1) 2' Inlet /Outlet (50 mm) 1500W 115V 60Hz* W 250 IS 25 GPM (1.58 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 301b /hr. (13.6 kg /hr) Solids Strainer Capacity. 1 16 gallons (4.4 1) 3' Inlet/Outlet (75 mm) 1500W 115V 60Hz* W 300 AST 30 GPM (1.89 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction, Skimming Rate: 52.51b /hr. (23 9 kg/hr) Automatic Solids Transfer Feature 3' Inlet/Outlet (75 mm) 2300W/ 115V/ 60Hz* BIGDIPpER® MODEL W -300 -AST Fast Food Restaurants Full Service Restaurants Basement or Vault Installations Restaurants on Septic or On -Site Systems W 750 -AST 75 GPM (4.73 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 1381b /hr. (62.7 kg/hr) Automatic Solids Transfer Feature 4 Inlet /Outlet (100 mm) 2940W 208 -240V 60Hz* 14.1 AMPS W 1000 AST 100 GPM (6.31 1 /s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 1381b /hr. (62.7 kg/hr) Automatic Solids Transfer Feature 4 Inlet/Outlet (100 mm) 3000W/208-240V/ 60Hz* 14.5 AMPS Intermediate Flow Units Units in the 30 to 50 GPM (1.89 -3 15 1/s) range typically service more than one fixture or service a single fixture where head pressure is present. W 300 AST 30 GPM (1.89 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 52.51b /hr. (23 9 kg/hr) Automatic Solids Transfer Feature 3' Inlet /Outlet (75 mm) 2300W 115V 60Hz* W 350 IS 35 GPM (2.21 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 52.51b /hr. (23 9 kg/hr) Solids Strainer Capacity. 1 16 gallons (4.4 1) 3' Inlet /Outlet (75 mm) 1500W 115V 60Hz* W 500 IS 50 GPM (3.15 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 52.51b /hr. (23 9 kg /hr) Solids Strainer Capacity. 3.70 gallons (14.01) 4 Inlet /Outlet (100 mm) 1500W 115V 60Hz* W 500 AST 50 GPM (3.15 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 52.51b /hr. (23 9 kg/hr) Automatic Solids Transfer Feature 4 Inlet/Outlet (100 mm) 2300W 115V/ 60Hz* *220- 240V /50hz and 208- 240V/60hz models available —Call Thermaco for details. *W 300 -AST W 500 -AST models require a separate facility- supplied 5 GPM water supply for pump operation. Thermaco, Inc. provides a 0.5 male connector to accomodate this connection. High Flow Units These units are suited for high -flow applications and those applications where multiple fixtures are being serviced. Units in the 75 to 150 GPM (4.73-8.46 1/ s) range are also necessary for basement or locations where significant head pressure is present. W 1500 AST 150 GPM (9 46 1/s) 16 ga. 304 Bright Finish Stainless Steel Construction Skimming Rate: 2761b /hr. (125 4 kg /hr) Automatic Solids Transfer Feature 4 Inlet /Outlet (150 mm) 6000W 208 -240V 60Hz* 29 AMPS Note. Installations must comply with all applicable local state and national codes for your area. *220- 240V/50hz models available. *W 750 -AST W 1000 -AST models require a separate facility- supplied 5 GPM water supply for pump operation. Thermaco Inc. provides a 0.5 male connector to accomodate this connection. The W 1500 -AST requires a 12 GPM water supply Thermaco, Inc. provides a 0 75 male connector to accomodate this connection. Big Dipper® 1- 800/633 -4204 www.big- dipper.com 9 MOST EFFECTIVE SITES IN A KITC One, Two or Three Compartment Sink Pot Washing Sink Q Pre -Rinse Station Exhaust Wet Hood O Q Combi -Oven Tilt Kettle 10 Big Dipper® 1- 800/633 -4204 www.big dipper.com POINT SOURCE REMOVAL Smaller installations such as fast food restaurants, schools, or cafeterias usually require point- source removal units.o These will be installed directly at the source, usually at a three compartment sink or a pot washing sink. The units most proficient at removing grease from the source are the smaller units in the IS series. These units easily fit under a counter at the three compartment sink or pre -rinse station in the kitchen operation. Point source removal units include the W- 200 -IS (20 GPM) through the W- 500 -IS (50 GPM) and the W- 300 -AST (30 GPM) system. CENTRAL GREASE REMOVAL Some installations require the removal of grease oils from a centralized location with kitchen efflu- ent flows coming in from several different sources. These includes sites such as hospitals, correctional facilities, casinos, any site that has a large, institutional -type kitchen. The larger units in the BIG DIPPER® equipment line are best suited for these installations.0 These units are easily located in a basement or equipment room site Central removal units include the W -500 -AST (50 GPM) through W- 1500 -AST (150 GPM) Systems servicing up to a 300 GPM capacity are also available HH 2 Upgrade each series of BIG DIPPERS to satisfy a wide range of performance needs. Options GP Pump APL -1 Alarm Probe and Light Provides early warning of excessive grease /oil levels in the BIG DIPPER® before maximum retention capacity is reached Correct problems before they happen Can also monitor collection container levels HH-2 HeatedGrease /Oil Transport Hose Use in conjunction with the GP Series pump system to transport extracted grease /oils to remote collection containers. The heated line keeps grease and fats from congealing The HH -2 is supplied electrically and hydraulically complete and ready to use GP Series Grease /Oil Transfer Pump Pump extracted grease /oils to a rendering barrel in a remote location The GP series pump is controlled by the BIG DIPPER°'s built -in timer for automatic operation FS -1 Flat Strainer An effective non mechanical replacement for a garbage disposal The Fla Strainer separates coarse solids such as rice, sl w and other similar foodstuffs (larger than 125 /3 ,5 mm in diameter) for easy removal Popular for servicing pre -rinse sinks at the dishwashing station Big Dipper® 1- 800/633 -4204 www.big dipper.com 11 11/0 D/PpER■I S Does this look familiar? This section of pipe was removed from a major fast food restaurant in a large metropolitan city before they installed a BIG DIPPER® unit. The restaurant had previously been serviced by a large, pre -cast concrete grease trap The c pper nipple at the top had been an attempt to clear grease congestion using/enzymes and bacteria. The restaurant had been using these enzymes -and bacteria for nearly eight years. You can see the `r results-yourself! yourself! If you are having problems-with grease clogging your pipes, BIG DIPPER® will r resent a clear solution. Represented. By ppe ima Th s� INAI.ER■asr Big Dipper® 646 Greensboro St. PO Box 2548 Asheboro, NC 27204 -2548 Phone (336) 629 -4651 FAX (336, 626 -5739 Outside NC 1- 800 633 -4204 www big dipper.com e -mail. bigdipp @thermaco.com Patented and Patents Pending Above Grape Grease Interceptor Designed to exceed removal efficiencies <25ppm! The ecoGrease system separates liquid, coagulating animal and vegetable fat and grease from water prior to discharge into septic or municipally owned sewers For the first time, a grease separation technology will allow the consultant, plumber or end user to not only size the system strictly by flow -rate, but also achieve specific effluent removal efficiencies for these pollutants! G Easy to maintain The integrated sight glass enables accurate monitoring of accumulated grease levels which determines appropriate disposal intervals O Easy to clean! System can be connected to a suction line Vacuum trucks then simply attach and pump at grade Saves up to 50% in annual service costs. protect TODAY by building forTOMORROW Nigh Efficiency Grease Separation Virtually eliminates grease in sewer systems making this product a MUST for institutional kitchens, restaurants and food processing facilities. Q Extremely reliable system uses no external energy supply or electrical parts only grease resistant HDPE and high grade stainless steel components 8 High separation efficiency designed in accordance with the strict European standard PR- EN1825 for grease separation Installation is simple Smaller units weigh under 100 pounds and can be easily moved by two people ENVIRONMENTAL SYSTEMS, Inc. A Division of Royal Enterprises America "75% of the sewer systems in the United States work at only half capacity because of grease clogs... the cost of keeping these lines open at a local level, is $25 billion per year. The Wall Street Journal June 4 2001 Government regulators continue to impose and enforce stricter local and national water quality regulations Current grease separation via outside grease trap /grease interceptor systems is inefficient, time consuming and costly cogrease Above Grade Grease Interceptor Model Sizes Volume Grease Total Nominal Size 'Grit Trap Capacity Volume I/s gpm I gal I gal I gal 1 16 111 29.3 125 33.0 452 119.4 2 32 200 52.8 121 32.0 620 163.8 3 48 300 79.3 121 32.0 720 190.2 4 63 400 105.7 166 43.9 975 257.6 7 111 700 184.9 282 74.5 1937 5117 10 159 1000 264.2 401 105.9 2754 727.5 L3 Dimensions D 1 L3 H1: H2 H3 B1 mm inch 'mrn inch 'Men irich..mrn. cinch ,mm inch mm +inch 'rim _inch B2 Weight mrn inch kg Ib 110 4 1035 41 1235 49 930 37 860 34 1215 48 620 24 750 30 45 99.2 110 4 1440 57 1640 65 880 35 810 32 1215 48 620 24 750 30 65 143 110 4 1440 57 1640 65 1010 40 940 37 1215 48 620 24 750 30 65 143 110 4 1750 69 1950 77 1010 40 940 37 1300 51 620 24 750 30 75 165 160 6 2170 85 4 2370 93.3 1180 46.5 1110 43.7 1570 61.8 910 35.8 950 374 280 617 160 6 2995 118 3195 126 1180 46.5 1110 43.7 1570 61.8 910 35.8 950 374 320 705 2D II L1 The ecoGrease Interceptor finally offers the food industry a high efficiency method of controlling the accumulation of grease The system J is easy to use easy to monitor and will save restaurants food service providers food processing facilities AND taxpayers valuable resources. Royai Enterprises vrotectITODAY �by building forTOMORROW erica Royal Concrete Pipe. Inc. Royal Environmental Systems, Inc. Royal Erosion Control Systems, L.L.0 Royal Enterprises America 30622 Forest Blvd P.O. Box 430 Stacy, MN 55079 Office: 651 462-1766 Fax: 651 462 -6990 www.royalenterprises.net PREPARED 2/02/10 8 53 19 CITY OF PORT ANGELES ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000932 COMM REMODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 12/04/09 JLL 12/08/09 AP PL6 01 12/04/09 JLL 12/08/09 AP PL2 01 2/02/10 INSPECTTON TICKET INSPECTOR JAMES LIERLY SUBDIV COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 PAGE DATE 2/C2/ PLUMBING UNDER SLAB TIME 01 00 December 4 2009 8 15 49 AM 1pangrle DALE 452 8525 UNDERSLAB PLUMBING AFTERNOON December 8 2009 3 40 56 PM jlierly PLUMBING WATER SUPPLY TIME 08 30 December 4 2009 8 21 17 AM 1pangrle C J EXCAVATION (UNKNOWN PHONE NUMBER) WATER SUPPLY LINE TO THE BUILDING PLEASE INSPECT AS EARLY AS POSSIBLE PER ROGER VESS THE STREET IS OPEN AND THEY ARE PAYING A FLAGGER AND WANT TO CLOSE UP THE WATER LINE IN THE STREET ASAP December 8 2009 3 40 56 PM jlierly Oill6 February ROUGH IN February 1 2010 2 21 33 PM 1pangrle THE INSPECTION REQUESTER DIDN T LEAVE HIS NAME 477 2058 PLUMBING (ROUGH IN")) fl 4- t151z-/ I 14 l AR's' ASSOCIATES INCORPORATED City of Port Angeles P 0 Box 1150 Port Angeles WA 98362 Project: 08091 Plan Reviews Phase Structural Analysis Invoice AHEM] FEB 2 3 2010 CITY OF PORT ANGELES Dept. of Community Development Services provided for the period of January 1 2010 through January 25 2010 Description Hours /Qty Rate Amount ELWHA KLALLAM HERITAGE CENTER Senior Design Engineer Plan Review Accounts delinquent after 30 days 1% Finance Charge applied to delinquent accounts Costs advanced for which we have not yet been billed (such as service fees shipping charges etc.) may not appear on this invoice and will be billed at a later date 301 East 6th Street, Suite 1 Port Angeles, Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 Invoice 9169 E -mail: zenovic @olympus.net Invoice Date 1/31/2010 Due Date 3/2/2010 Visa Master Card Accepted No discount on credit card payments Cash /Check/Debit Terms: You may deduct 2% if payment made before the 15th 12.5 100 00 1 250 00 Invoice Total $1,250 00 Prepayments /Credits $0 00 Balance Due $1 250 00 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Security CCTV system Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 10 00000081 091281 401 E 1ST ST 06 30 00 5 9 1940 0000 ELECTRICAL ONLY Charged 120 90 00 120 90 COMMERCIAL ARTERIAL 0 Contractor ELECTRICAL ALTER COMMERCIAL EACH ADDITIONAL 1500 SQFT $5 0 160036 120 90 1/25/10 Valuation 7/24/10 GUARDIAN SECURITY SYSTEMS INC 9435 PROVOST ROAD NW STE 204 SILVERDALE WA 98383 (360) 692 3738 120 90 00 120 90 Plan Check Fee Qty Unit Charge Per BASE FEE 1 00 95 9000 ECH EL LIMITED 1ST 1500 SQ FT Paid Credited DATE RESULTS z1 -1 (0 it' 00 00 00 Date 1/25/10 00 0 Extension 25 00 95 90 Due 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. FROM GUARDIAN SECURITY FAX NO. CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417-4711 Date: 22,12010 1 2 Single Family Dwelling Multi- Family or Commercial* Commercial Addition.! Alteration I Remodel I. Repair* PIan.Review May Be Required, PleaseSomplete Electrical Plan Review Information Sheet Job Address: 4 7 t) 1 r A-E 1 f ,4 E Building Square Footage R (nOO Description of above IN A77 6 e6\ S 4.24 4.11 AI a P.r s ►roc 1FF Owner information Name: [•i 1 Mailing Address: 4 /0 7 tt .S1 s r Cit State: a Zip: q51.3'0, Z Ph L0 4 45 4 L &Wax: License I Exp. tm Service/Feeder 200 Amp. Service /Feeder 201-400 Amp. Service/Feeder 401.600 Amp Service/Feeder.601 -1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201400 Amp. Temp. Service/Feeder 401 600 Amp. Temp. Service/Feeder 601 1000 Amp Portal to Portal Hourly Sign /Outline Lighting 8820 Signal Circuit/ Limited Energy First 1500 sr– Commercial 95.90 63.90 63.90 119.90 102.30 56.00 Note: $5,00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 8 2 Family Dwelling Signal Circuit/ Limited Energy Multi Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY: First 1300 Square FL Each Additional 500 Square Ft or Portion of Each Outbuilding o(Detached Garage Each Swimming Pool or Hot Tub $110.30 5 3520 73.50 110 30 pa t) Total Owner as defined by RCW 19.28261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296 -465, The City of Port Angeles Municipal Cod d Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owne e al contractor or electrical administrator Cash 0 Check Unit Charae $119.90. 145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 $110.30 148.70 167.90 95.90 RLECEfl!E JAN 2 '3 2009 ELECTRICAL INSPECTIONS Name: r Information S YS E j 4 ZI C Name: a �42D q s FL,u >?i Malin Addr s: t S 4.✓,R City: 1 E. State: iv A Zip: /3y Phone,.IA/4 Lp4CFax: v ZC License it/ Exp. .c a c e c 7 Z Kr 1246/ 0/ JrY` I q Total ((Q„ty Multiplied by Unit Chang weer 55 Z �1 KCrodlt Card it Dated: i 2 I1 0110112010 Jan. 22 2010 04 05PM P2 PREPARED 1/21/10 '9 17 47 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/21/10 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLFW 01 8/14/09 JLL BLDG FOUND FTG /STEM WALL TIME 09 00 8/14/09 AP August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING August 14 2009 4 05 12 PM jlierly BL1 02 8/20/09 JLL BLDG FOUNDATION FOOTING TIME 01 00 8/20/09 DA August 20 2009 8 59 03 AM 1pangrle STEVE 460 3228 FOOTING AFTERNOON August 20 2009 4 51 53 PM jlierly BL1 03 8/21/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/21/09 AP August 21 2009 8 18 46 AM 1pangrle STEVE 460 3228 FOUNDATION MORNING August 21 2009 4 50 40 PM jlierly BLWS 01 1/11/10 JLL BLDG INSULATION WALL /FLOOR 1/11/10 AP January 8 2010 2 06 22 PM 1pangrle BOB 477 8084 FLOOR INSULATION January 11 2010 4 13 07 PM jlierly BL9 01 1/21/10 Jane SHEARWALL TIME 0 January 20 0 2010 4 51 19 9 PM M 1pangrle BOB 477 8084 SHEARWALL AFTERNOON COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 B Clausen SnuIDUHM Engineers, Nc Memorandum L19 To Jim Lierly Email jlierly @cityofpa us Port Angeles Building Department From Kers Clausen Project Elwha Klallam Heritage Center Job No RE 401 E First Street Please allow me to explain the calculations presented herein Date January 20 2010 Thank you for joining me on a preliminary rough framing inspection on January 14 2010 24212 During the inspection you asked that Clausen Engineers review stress levels in the existing roof joists that have remained in place I advised you that stress levels in the remaining roof joists in the areas bounded by our Column Lines A E are close to the 100% level I advised you that I would review stress levels in these joists and would respond to you Enclosed is our response which includes calculation sheets S200 -S208 dated January 15 2010 The existing joists are 60 years old and appear to have performed well Some of these joists supported mezzanine loads for old mezzanines we have removed It is common knowledge that the allowable stress levels in 60 year old lumber is higher than that of present day lumber Please note that we have removed and replaced roofing reducing roofing loads on these joists Per Calculation sheet S201 the stress levels in the Joists between Lines A E is 1 650 psi when figuring the dead load and a 25 psf snow load We have since added the weight of a fire sprinkler system We believe that Section 3403.2 of the International Building Code limits force level additions to 5% when completing building alterations We have used this as a basis of our calculations S200 shows a portion of the building showing sprinkler lines showing recommended modifications to present conditions as a result of the calculations that follow S201 quantifies existing joist stress levels at 1 650 psi for existing joists with no additional load ceiling hung Toads S202 identifies that 1/4X3 grabber screws be added to existing truss joist connections if there are only 2 16d nails at these connections This calculation is for level roof joists at trusses on Lines B C Please note that joists South of Line C bear over existing walls or beams Upon your approval we will authorize inspections of the ledger support and addition of the screws if it is found that only 2 16d nails connect ledgers to studs that have been placed within the trusses W1242001242121L019 wpd Page 1 of 2 115 E Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 3223 (360) 457 2929 fax M9 CC lausen SitTacilulre0 Engineers, N© Memorandum L19 WB 1 S203 identifies stresses in the truss joist connections on the North side of Line B No additional work is indicated S204 indicates that the increased stress levels of 6% are not acceptable resulting from the additional two 1 '/2 fire sprinkler lines running East West between Column Lines A B Pipe supports are spaced at approximately 14 With your approval we will add intermediate fire sprinkler supports in between existing supports to reduce the added stress levels to 3% S205 indicates that a 13' long strongback is needed above the North /South sprinkler line between Column Lines A B between Column Lines 2 5 3 S206 shows a sketch of the strongback recommended in Calculation sheet S205 S205 also provided calculations of the sprinkler system between Column Lines B E Additional stress levels are less than 5% S207 S208 provide catalog cuts of hardware to be used We hope this response to your inquiry regarding roof joists is acceptable With your approval we will complete all work before rough roof framing inspection which we will want to schedule in the first week of February W1242001242121019 wpd Page 2 of 2 115 E Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 -3223 (360) 457 2929 fax 12 242 I I t i 1O4 ur 4 I 1 .0 1 .2-4 ;1- r 1121 CZ L L./ ;1,1 I 4 1 1 1 -.47. •1:23 120 -In 1 3 7 IV 1 -1 I 63 ......Z.,:::.,!.:47 .5 i '7 e 3 2412 d q •1 1 112 8- 11 j 1OA 1 i ;::1'5=-1112 1 A le I --r 1•, A- 0, CO 3- 1 1; 4 1 1 .1 1 1 j 1. 6c 2 10 'P3 541 19 W 8 CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY 9-c 1s...) 2c'Dr- ot 2 X 1 t s G t C D ('LS) t.t LO"-() ZS PS 'w= (CS C,sFLF 8 x l am_ 3.1 a �ixl f sx9,5 Z 2 :b 3 (S)c12- 23 32OPLF L LA) KA 1 Z,7 Gr s �J 0 es i.- 4 +s T t� f S F5F 9 0 F5F S s( 0 J i 575 r L (o s .l t.- D e s Us t 2- v Lu Igryz e q0 S LE 6 0_, or PAA,g4c 5 2 60 S i C-io a_e",0,4 G G 1�- c ,--P `r'IP8 c- t✓ In) 9 u G c ,-t- 1 9 ),12-v-95 10B NO. 24 2 1Z. SHEET DATF !I 5 I o A 7J- L p --Z br+ .It. 3 t A A t T` ,a 5 1,' ce-t, PZ-1L 16C 34.03 2 UCTUPPL Eive PF105LCT- CLEW CAM ft..)-(- 3 o( B ?cel GA3 P\ t ,5(- NW-T AT (0 -7- a-usSCS 0 Lt' LIE 1- 3 c,21 I i a r-- D rlD(515 z 0 P.F (tc s g 320Xf 6; BAsE. 2o 3 9,,IJ 0 12-33( A(2)6(.-S MI JOE: NO, 2 2- DATE 0 FL:- v 3 6 5P51 (t) LE0c.,EA 2--)64 MAR-5 )332 c 0141 1F 3-1(4A lq414.-5 146-19 I 3.33.z.,-4exo a A-OD t ?C 3 At36-62 Lep 6 ciL„ Tc) GE 4 c!i n14 &eel] t R E ETho G YE-P111-- STPLCIUrfe ENGiPEEr- PROJECT CLIENT DEM` et 203E-V0(5-7 ofq:- 0 Eo L orpi,'›i 5P *Z? 0 LC 126 6(2--- tC Abuts S D (59 .3 IV+ 2ee eg24// ft:(2_ 262_ Jac wo 2-t SHEET 2. P DATE _V C AiA t 69F 3 -1 P-7320 w B CLAUSEN STRUCTURAL ENGINEER PROJECT JOB NO. CLIENT SHEET 9 2- 04 DESIGN BY Ic C 5 cff.,:s DATE —il S..) C..) DeS L 6 r•-1 02..4 1 ''''1 I 1 A L a ,,ki AO C-g !)C/L 5°70 _s6 40 66 CVECc6-- (;--1 7" j C5 A b 9' F i RE3 (2-rs Jot 5r S2 e."e_ 1 c— p -7- 2 7 PC- F Pi x 6 2 4 0 3 N._,F t 3 OPLF 4i P 3)( 4- 14' (VIA 2 K 3 (s'r_ Poi 'N) 3 35 'V 3 2 9 1 75 t r 1 7 5— 5L) EST ,---Ce-A 71:23 6 >4 A-0 1 Ti,e-AAA sm A Pi PG. uPeo42_4---s- s E v.EF: PVOJEW MiENT DEStON EY iscu r3c I-0J C5 r ht riz L.( e 10 7 L2- 1- TN 2 21- JOE POO. '27 SHEET DX 11 C tivvec p(Pa 6, 2 3 i>775 Pv\-‘2-4 0 iz 0 4- Poor 0 0 2 2 55 3 12- 2-3 tvc- Acc. 2-0 5 6 oi 5 LS 3 1 Mr 3 3 30 "1 23 I t,,cietsts I- 7 z 1 03 3%) Ag 0 1 "3 1.%),) c si IC UF-AL. tNC'INFFP CLIE? DEVG1 BY CD 10*E5 FT r2C CfY 2 AL" k,u 0 C f\- 5 sOb e o t 1' LI se 4x4 Li/ 084_ 9 g- m 1,6 Et s L1 st t le*- IA) L/PF-5 (06 04 —JOE' NO _24/-12 SVIEET- 6 1.),TE G Jot The NEW SDS Screw Driver has a deep socket and magnetic tip to help provide a positive installation for the SDS Screws See the Anchor Systems Catalog for full Titen Screw details. The Simpson Strong-Drive wood screw has a hex washer head for easy driving .vith a 3 /e hex head socket and a lov. speed drill. The built -in reamer and type 17 tip cuts a hole to allow installation without predrilling. Predrilling may he necessary depending on the type and moisture content of wood. Use 5 /32 drill bit. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet environments. Accordingly, use this product in dry, interior applications only Titen and 808 only) CODES. See page 10 for Code Listing Key Chart. Titen Screw Anchors for Concrete Titen Dia. 1 (in) 3 /1 6 L 3 /7 6 1 /4 Wood Screws Model No. Drill Bit Embed Dia, Depth (in) (in) 5 /32 5 /32 3 /16 3 /16 1 1'/2 1 1'/2 _SD8x1.25 %12x 1'/ Wood Screw 1 4.2 x 31,8 SDS'ia x /2 I x 1 Wood Screw I 6.1 x /i SDS' x 11/21 I 1/2 x 11/2 Wood Screw i 6.1 x 38 OS' x 1 Y4 x 1 Wood Screw 16 1 x 44.5 j SDS x 2 '/4 x 2' Wood Screw L 6.1 L 50.8 1 G; SDS%4 x 2896 1 /4 x 2' Wood Screw 6.1 x 50.8 5051/4 x 2 1/4 x 2 Wood Screw 6.1 x 63.5 ��x 1 1 SDS'/, x 2 /2HDG 1 /4 x 2'h Wood Scree. 6.1 x 63.5 1 HDG_ SDS'.G x 3 1 Y4 x 3' Wood Screw 6.1 x 76.2 ZINC 1 SDS' x 3'/ /4 x 31/2 Wood Screw I 6.1 x 88.9 ZINC J S DS' x4 x 41/2 Wood Screw i 6.1 x 114.3 1 ZINC 1 SDS% x 6 x 6' Wood Screw 6.1 x 152.4 1 ZINC 1 1110:ni able loads tor SOS screws are based on testing per ASTM 91761 211etrie equivalents are listed by Diameter x Length. Zinc.. Yellol zinc dichromate. SOS screws install best with a low speed drill with a 3 /e hex head driver. Vlood- to•:roed applications are based on a wood thickness of 1 side .rnenrber. All applications are based on full penetration into the main member. Metric Conversion Irnperiel Metric 1 lit 25.40 mm J_1 ft .I 0.3048 m 1 lb 4 44BN 1 1 Kip -1 4.448, kN_ psi i 6895 Pa Critical Critical Spacing Edge (in) Dist. (in) 2%4 1'/a 2 1 11/2 3 1'/2 31 11/2 Description Bolt Diameter I in 1/z _12.7 .15.9 22.2 1 25.41 Metric Equivalent (mm) Use these Roof Pitch to Hip /Valley Rafter Roof Pilch conversion tables only for hip /valley rafters that am skewed 45° right or left. All other skews Hill Mouse the slope to change from that listed. Fasteners Finish' per Carlon EG j ZINC 1500 HOG N/A ZINC 1400 ZINC 1300 N/A 1100 N/A 950 HOG ZINC If Common,Rafter Root Pitch is. Rise /Run!Slope� 1/12 1 5' 2/12 1 10° 3/12 1 14' 1 4/12 1 18' r._ 5/12 123' C 6/12 27' 1 7/12 1 30" 1 3e. 1 8/12J341 9/12 1 37' I 10/12 40` 1 11/12 42' L 12/12 45 1 -Tension Load I Shear Load f'c 2000 psi Pc 4000 psi f'c 2000 psi (13.8 MPa) Concrete (27.6 MPa) Concrete (13.8 MPa) Concrete Ultimate Allowable Ultimate Allowable Ultimate iAllowable lbs. lbs. lbs. lbs. lbs. I lbs. 500 125 I 640 I 160 1,220 305 1 1,850 I 460 580 I 145 I 726 1 180 1 460 I 365 I 2,006 I 500 I 1,020 255 I 1,670 I 415 900 225 I 1,600 I 400 Doug Fir Larch /Sopthein Pine Allowable Loads' Woad 1. 14 ga to 3 go to Shear hear (DF Ia DF) (100) 76 295 295 295 470 '240 .470 240 470 240 470. J Then Hip/Valley Railer Root Pitch becomes. IRise/RunlSlope r 1/17 3' 2/17 7' 3/17 1 10' 4/17 1 13' 5/17 116' 6/17 199 7/17 22° 8/17 1 25° 9/17 28' r 10/17 1 30' 1 11/17 1 33° 12/17 135 1 Cade Rel. Identification an all SDS screw heads (SDS' <x3 shown) 46 SDS' /4x3 US Patent 6 109,850 1 These toads also apply to masonry. Spruce- Pine-Fir Allowable Loads' 9 Wood .1 14 ga to 3 ga C fief. to Wood Shear (SPF to sPF) 65 170 1 245 245 245 395 395 395 200 200 395 200 395 27 96 240 470 900 200 395 800 260 470 220 1 395 600 260 470 220 395 1 6. These loads are for 100% duration. They may be Increased per the NOS Max Cd 1.33. 7 DO NOT USE SD8x1.25' wood screws with structural connectors unless specifically stated in this catalog. 8. SDS requires 13L" minimum penetration and Sob requires 3/4 minimum penetration. 9. New tested loads have been submitted to the Code Agencies. 10. The SDS screws wMI11 1196 finish will ONLY be supplied with their corresponding 1-100 or ZMAX connectors: CCO. ECCO, CBSO, CBD. US Standard Steel Gauge Equivalents in Nominal Dimensions I pimensions Approximatei Decimals (in) Oa Galvanized In mm Uncoated steel Z -MAX 1 Steel ,(690) (G185) i 3 I Y4 1 6.0 0.239 1 7 1 4.5 0.179 1 0.186 1 '10 3/4, 1 1 3.5 0:134 1 0,138 0.1401 11 y a 3.1 0.120 _1 0.123 12 i 2.7 1 0.105 0.108 0.1101 1114 1 2.0 1 0.075 1 0.078 0.080 16 y 1.6 j 0.060_ 0.063 ,'0.065. 18 1.3_1 0.048 0.052' 0.054 20 y„ 1 1.0 1 0.036 0.040 0.042 1 22 311 10 0.030 0.033 x 0.035 Titen Hex Head Sleet thickness varies according to milt standards, 0 an SON `A► /LFTA A °HORS Dtslgned for use as a floor -to -floor tension tie, one FTA replaces idtcparably HDs and the threaded rod. :1! TMLff Light Floor Tie Anchor is for nailed installations. (Op., See fable ;A Ff LFtA -gal anized; FTA- Simpson gray paint SifLLATION: Use all specified fasteners. See General Notes. Washers required on side opposite FTA for full loads. 416lholes between floors allow preattachment to the joist during 1lista,llatiomthese nails are not required. !COONS: FTA ma; be hot -dip galvanized specify HDG. ibe standard models clear span of 17' will accommodate up to 12' joist. The clear span of the FTA may he increased with a coiresponding increase In overall length. CODES: See page 10 for Code Listing Key Chart. :Trislstraps provide a tension connection between two wood members. kaeealnarnber.of right and left hand units are supplied in each carton. :BATEAIAL.16_gauge 1:F1815f{: Galvanized. Some products available in stainless steel and 2-#AX; see Corrosion Resistance, page 5. AISTALLATtON: Use all specified fasteners. See General Notes. TS should he installed in pairs to reduce eccentricity. 'CODES, See page 10 for Code Listing Key Chart. *el. 1 Fasteners Allowabl Code Nu. L 1, (Total) (133 d 160) R 9 8 -16d 530 1 tI2 _11%1 10-16d 1 665 1 170 J:- 1819.1 17Y .1: 14,164 930 L 1522.121% _188 -led. _1215 i' ;CODES. See page 10 for Code Listing Key Chart. 9:: l`.. I Dimensions Fasteners n ad I, Cade 1t Material 80 j N s a I •L H B Nails r f: Oty 11s Dia :Ref 5 5 1 16gagalv 4% 4% _1y, 5-10j 66L. 14_ga gale i 6 1 C 112 11 0 -16d 1 3 1 AIL 114 ga gals 8 2 1 12 -16d 3 1211L:: 14 ga gall/ _12 12 2 14 -16d 1 3 y 1.1212H1: 7.ga galv 12 12 12y 1 4 180 5 1 6 1 1 1 7 ga gafv 1 16 116 1 2y 1 4 i I66T',,,' 14ga'galvI :6 ::I 5 11y 1 8 -16d 3 j 128T 1.14gaoafv 121 8 1 2 _12 -16d 3 y 1212T 114 ge gab/ 12 .1 12 ____2 12-16d1 3 y 12120T'( 7 ga galv 1 12 1 12 1 2% 1 6 J 1616811 7 ga galv 1 16 1 16 12% I 1 6 l gaiv- Galvanized 3. The 55L is available in Z -MAX. 2 Crenectors are not load rated. 1 Install halt of the fasteners on each end of the strap to achieve full loads. 2.Loads have been increased 33% and 60% for earthquake or wind loading; no further increase allowed: reduce where other loads govern. 3.16d sinkers (9 ga x 3V) may be substituted for the specified 16d commons at 0.84 of the table loads. Typical FTA 1 Installation 16 10d I N Dimensions Fasteners Avg Allowable Upfilt Loads`' (133) Allowable Uplift Loads' (160) Da (Total) l Ult Len th of Bolt in Wood Member Code Mae: Cle g Letigth of Btili ih Woad Member Ref. Width Span) 'L -0ty Dia 1 1 /s 2 12'/z .1 3 1 3� /z LFTA 1' /s 2. 2Yi. �..3 3� I LFTA `19k1:16 j, 2y 1J 38 a I 4200 1 1 1 1 1 1 12051 1 1 1 1400 5, 41, 85 1 ilk :001 3 1 7 1 37y 1 4 1 116001 1575 1 2095126001 2820 1 1 18901 2510 131201 33851 3385 6 4.16i.:3 3y 17 '1�:45y' 4 1 146001 1865 1 2500.) 3125 1 3725 14050 1 1 2240 1 3000' 1;37501:440014400 1 20, 80 0 2 3 1 1 .I 56 1' 6 17 2560013095 1'.4185 15175'1 6360 1 7395'1 1 3715 '1 5020 1'6210:17600`.1 7600 1 =1,Ars;rath loads have been Increased 33% and 60% for earthquake or wind 2. Reduce the allowable load for the LFTA according to 10000 further increase allowed; reduce where other loads govern. the code when Halls penetrate wood less than 1 r 1'/. Typ, 1 21/2 I212HT- 0 81616HT 1212HT TYP 23/4 1212HL &1616HL S I PSO4,,' ,'Q' :off -5— a•iP, 55L 8 1 1212HL Typical TS Installation Typical T Installation Typical L Installation S2o S 3'a" T:YP .66L, 1" TYP 88L &1212L LFTA 1W /q. TYP 1W TYP 128T: &1212T 13 3 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Temp pole Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS 10 00000052 917472 401 E 1ST ST 06 30 00 5 9 1940 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 ELECTRICAL TEMPORARY SERVICE 159590 92 70 1/19/10 7/18/10 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Plan Check Fee Valuation Qty Unit Charge Per 1 00 92 7000 ECH EL TEMP SRV 0 200 SRV FDR Charged Paid Credited 92 70 92 70 00 00 00 00 92 70 92 70 00 Date 1/19/10 WA 98363 Due DATE RESULTS 0 0 0 Extension 92 70 00 00 00 per Prf Signature of owner or Electrical Contractor X Date INSPECTOR. TAP CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321. East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph. (360) 417 -4735 Fax: (360) 417 -4711 Date: 148/20) 0 1 2 Single Family Dwelling j MuIti- Family or Commercial* Commercial Addition Alteration Remodel Repair* Plan Review May Be Required, Plea a Complete Electric l Plan Review Information heet Job Address: O p /r. h logic e j, y ,i Description Footage: of above ep OUgr 1, 4 Owner Information Name: LQ !C-� ski j JadiD.. -t Try b Mailing As: :12E,5_/ /Coe City' State; /ha Zip; 25.'3A, Phone Fax; License Exp. Item Service/Feeder 200 Amp. Service/Feeder 201.400 Amp. Service/Feeder 401 -600 Amp Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp, Temp. Service/Feeder 401.600 Amp. Temp. Service /Feeder 601 -1000 Amp Portal to Portal Hourly Sign /Outline lighting Signal Circuit/ Limited Energy First 1500 sf .Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1& 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Homo Connection Renewable Electrical Energy 5KVA System or Less Thermostat tEW CONSTRUCTION ONLY: First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Si ure of owner, electricaygIntractor or electrical administrator 0 8 Unit Charm 119.90 145.50 3 204.60 262.20 372.50 2.60 73.50 2.60 9270 110.30 148.70 $167.90 95.90 88.20 95.90 63.90 63.90 119.90 102.30 56,00 110,30 35,20 73.50 110.30 caws: ii i2o9 Contra r Information Name. EL Malting A rem. City H State; Phone:j 7 `I Fax License /I Exp._.5.4.7.4., '7<3 atf EC EiVED PORT,, 4 JAN 1 2009 or ELECTRICAL II VP '1V INSPECTIONS Total CQt3r Multiplied by Unit Chargej, 'x. ya otal Owner as defined by RCW 19,28.261 (1) Owner will occupy the structure for two years after this electrical pemiit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Cash ID Check NI Credit Card i! i ,1 0110 PREPARED 1/14/10 8 31 35 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/14/10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000932 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BLWS 01 1/06/10 JLL BLDG INSULATION WALL /FLOOR 1 /11 /10 AP January 5 2010 4 52 20 PM 1pangrle BOB 477 8084 FLOOR INSULATION January 11 2010 4 15 31 PM jlierly BL3 01 1/14/10 ...ZIA, BLDG FRAMING January 13 2010 4 50 40 PM 1pangrle JIM L FRAMING COMMENTS AND NOTES k_b 2� 7-040V c�: Sti g -Isc0s S640 s 4- 1-t ita.etrselico Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 4 t stats Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA ROAD PORT ANGELES WA 983638409 (360) 452 8471 Permit Additional Perini pin Permit Fee Issue Date Expiration Date Qty Unit Charge Per 4 00 56 0000 ECH EL LVT THERMOSTAT Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL desc number 159509 224 00 1/14/10 7/13/10 224 00 00 224 00 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 10 00000044 534388 401 E 1ST ST 06 30 00 5 9 1940 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor PENINSULA HEAT INC 782 KITCHEN DICK RD SEQUIM (360) 681 3333 ALTER COMMERCIAL Plan Check Fee Valuation Paid Credited 224 00 00 00 00 224 00 00 Date 1/14/10 WA 98382 Due DATE RESULTS a lP ho �f /0 Extension 224 00 00 00 00 00 0 Signature of owner or Electrical Contractor X Date INSPECTOR. ,e/c4Q 01/13/10 15 15 FAX 3606812086 City of Port Angeles Permit Application Building Division/Electrical Inapecnone 321 East Fifth Swot— P.O. Box 1150 Port Angeles Washington. 99362 Ph' (360) 417 -4735 Far. (360) 4174711 Date: 3 -/D 1 &2 Single Family Dwelling Multi Family or Commercial' vC mercial Addition /Alteration Remodel Repair' Plan Review May Be Required, Plea a Complete Elecljical Plan Review Information Sheet Job Address: 40 F_ 1'7 r f f 51Vt?"... i Building Square Footage: Description of above 1.2 l/ 4 e 1 TGI J e an-er- Owner lnfg4rrnation Name LOtn1YF a l oci ilQ Tr-1 Mailim ddress• City: ,I State: U /A Zp: ,3 Phone: )-52 1 17 /Fax: ,7, -3 Lfa r Ucense #1Exp, a Unit Charae 6 119.90 S 145.50 6 204.60 S 252.20 5 372.50 2.60 73.50 S 2.60 S 92.70 S 110.30 148.70 167.90 6 95.90 S 88.20 95.90 63.90 63.90 119.90 6 102.30 110.30 S 35.20 5 73.50 110.30 s 56.00 LI S S S S 5 S S 5 5 S S 5 S S 5 S s S 5 S -1`Z* Peninsula Heat 1JAN 1 4 2009 ELECTRICAL INSPECTIONS F Infomt Oon Name: _L rl 1 I9Su I. Magi Address: City: Phone RECEIVED Total (late Multiplied by Unit Charnel Service/Feeder 200 Amp. Service/Feeder 201-400 Amp. Service/Feeder 401-600 Amp. Service/Feeder 601 -1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Cim,il W/0 Service Feeder Each Additional Brandi Grab Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Senrltw/Feeder 401-600 Amp. Temp. Service/Feeder 601 -1000 Amp. Portal to Portal Hourly SigN0u5lne Lighting Signal Circuit/ limited Energy Commercial. Additional 1500 55.00 Signal C.kaug/ Limited Energy 1 2 Family DweIing Signal Circuit/ Umiled Energy t.trl6- Fanny DWelrerg Manufactured Home Connection Renewable Electrical Energy 510VA System or Lass First 1300 Square Ft. Each Additional 500 Square FL or Portion of Eadi 0ulbuliding or Detached Garage Each Swimming Pool or HotTub Therrnostat Total 2. )6 tc State: Fax: License Fes. F: //(//f J Owner as donned by RCW.19. ?6.261: (1) Owner will occupy the attucerre tar Oro years after 011a electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is lor sale, rent or lease. Perri expires after six mondts ol last inspection. After reading the above statamenl, l hereby certify that I am the owner of the above named property ora licensed electrical contractor. I am making the electrical Installation or alteration In compliance with the electrical laws, NEC. RCW. Chapter 1929, WAC. Chapter 29t.468, Thu City of Pat Angelo Municipal Code, and Utility Specifications. Signature of owner. electrical contractor or electrical administrator Cash C trek Dote: ///3/1.0 reahco A/ F LL& X W A S H I N G T O N U S A COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT DATE January 13, 2010 TO Kers Clausen 1808 W 5 Street Port Angeles FROM Jim Lierly Building Inspector, Plan Reviewer Community Economic Development Department SUBJECT Plan review corrections The following are required to complete the plan review for your project. t/- All ADA shall be compliant with 2006 IBC and ANSI 117 This shall include but not limited to tactile and non- tactile signage handles for sinks w/c doors, provide thermal knee protection for traps under sinks, provide knee space per code for lavatones, proper height of mirrors grab bars and similar accessones. 2- Provide strobe in Restrooms per code (fire alarm) Any threshold shall be not more than Y2 in height difference. Door clearance shall be per code. This includes any 90 degree turns. Any exterior access doors shall be provided with automatic openers for ADA. g— I6 s All Restrooms and kitchen shall be required to have non absorbent surfaces as per 2006 IBC CHANICAL PLUMBING oads for spnnkler and mechanical equipment will be third party review and as been sent 1 out upon submittal. (pending response) MA op F.�'1 'si- N.;> 2- Exhaust hood and make up air, verify code requirements for CFM minimums per 2006 IMC code. ,r/i All duct work for exhaust hood shall be seam sealed and tested per 2006 IMC Methods. rease interceptor has a 4 inlet and outlet. The 2006 UPC does not allow for reductions in DWV flow Also provide a list of which fixtures shall be draining through the grease interceptor Also provide details on maintenance removal of interceptor for approval 4 ,"5- It is my understanding that the Director of public works has required less than a 3 /4 hp gander or you may hive agreed to this voluntanly, please provide the size you will be installing. GIs+ j v.) ,,,,tit t/L p4t— v Provide restraints for portable gas LPG and natural gas appliances, Flexible LPG hose -ketiO. extensions per code, wheel stops per code. bOl)a1e, QCJL "r A. ,1 t'; *)PL-A- ',5$"°"' BUILDING Jim Lierly City of Port Angeles Building Inspector jherly @City of Port Angeles 360 808 -0534 360- 417 -4816 A g (?41146 ,d,,. Ls l ot.Q?..A4- Piveyvt. •S Provide A one hour rated assembly between the equipment room (electncal) and the shop and main building. Provide details for how you plan to accomplish this. This shall include any Fire stop products. 2- Manually operated flush bolts surface bolts are not permitted. 3- Equipment rooms Combustible material shall n e stored in boiler rooms, mechanical rooms or electncal equipment rooms. Provide a 305 min door for this room. Please provide response or clarification to the above items. Some items may require more intensive review once responses have been received. Please update plans and cloud in changes, provide three bound sets for review Plans shall be turned into front desk at the Community Development Department. Thank you for your attention to these items. A through response will assure a more timely review NOV 1 ASSOCIATES INCORPORATED ELWHA KLALLAM HERITAGE CENTER PORT ANGELES, WA FIRST STRUCTURAL PLANCHECK January 12, 2010 Notes. The designer is to address each item of the plancheck notes in his or her letter of response The designer is also to place a cloud' around all changes so that compliance may be verified Notes that are preceded by an asterisk are general comments that require no change to plans. 0 1. Please provide complete beam calculations for framing shown on Sheet K -10 There are load diagrams shown but no actual calculations for beams. Also in scaling the plans, some of the beam spans and load locations do not appear to match the Toad diagrams rovide calculations to justify additional Toad to existing roof trusses from the HVAC unit on the roof in the kitchen shown on the kitchen roof framing plan on Sheet K -10 Also clarify how the new gluelam beams are connected to the existing roof truss. 3 Provide calculations for the existing roof framing supporting all new HVAC units on the building, including additional loads to existing trusses 4 Provide calculations for existing roof framing supporting the sprinkler system piping Also provide letter from engineer of record indicating that they have reviewed the sprinkler system plans for conformance with the structural requirements of the plans, including spacing and type of connections to framing 5 The change in occupancy of this building requires building to conform to structural provisions of 2006 I B C per Section 3403 Provide complete lateral and vertical design calculations for the building 6 Provide justification for use of the existing exterior concrete walls for lateral resistance 7 Please clarify how south end of building at Grid Line H is laterally braced to conform to structural requirements of the 2006 International Building Code Provide calculations to justify 8 Please clarify how lateral loads from the roof diaphragm are transferred to the new east/west shear walls at Grid Line D and near Grid Line E from the portion of the building east of Grid Line 2.5 There is a discontinuity in the roof diaphragm and there appears to be nothing acting as a drag strut' to transfer the loads into these shear walls from the higher roof stAiaA eletko& -2- pox l2. ck,4-0.4 CIVIL ENGINEERING LAND SURVEYING 301 East 6th Street, Suite 1 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovic @olympus.net Page 2 Elwha Klallam 9 Please clarify whether walls running along Grid Lines 2.5 and 4 5 are shear walls. If they are shear walls please indicate sheathing and nailing requirements of these wall lines and provide calculation to justify Also then clarify how roof diaphragm Toads are transferred to these shear walls at Grid Lines 2.5 and 4 5 since there is a change in height of the roof and thus a discontinuity in the roof diaphragm Provide complete calculations to justify If they are not shear walls please justify lateral bracing system for the building in the north /south direction 10 Please address the discontinuity in roof diaphragm at Grid Line C where the roof elevation changes and provide calculations to justify lateral loading in the north /south and east/west directions. PREPARED 1 /11 /10 8 24 09 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1 /11 /10 ADDRESS 401 E 1ST ST SUBDIV TENANT NBA ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 847 PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLEW 01 8/14/09 JLL BLDG FOUND FTG /STEM WALL TIME 09 00 8/14/09 AP August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING August 14 2009 4 05 12 PM jlierly BL1 02 8/20/09 JLL BLDG FOUNDATION FOOTING TIME 01 00 8/20/09 DA August 20 2009 8 59 03 AM 1pangrle STEVE 460 3228 FOOTING AFTERNOON August 20 2009 4 51 53 PM jlierly BL1 03 8/21/09 JLL BLDG FOUNDATION FOOTING TIME 09 00 8/21/09 AP August 21 2009 8 18 46 AM 1pangrle STEVE 460 3228 FOUNDATION' MORNING August 21 2009 4 50 40 PM jlierly BLWS 01 1 /11 /10 J•. BLDG INSULATION WALL /FLOOR .1 January 8 2010 2 06 22 PM 1pangrle BOB 477 8084 FLOOR INSULATION COMMENTS AND NOTES PREPARED 1/06/10 8 00 41 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1940 0000 APPL NUMBER 09 00000932 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV BLWS 01 1/06/10 BLDG INSULATION WALL /FLOOR January 5 2010 4 52 20 PM 1pangrle BOB 477 8084 FLOOR INSULATION COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 Le s.6\ 4-ccrk-- �1Z PAGE 3 DATE 1/06/10 (1/5/2010) Linda Pangrle Permit #09 Kitchen Improvements f the E lwha Klallam Heritage Center From Linda Pangrle To: Routing Group Date: 1/5/2010 8 35 AM Subject: Permit #09 -1241 Kitchen Improvements for the Elwha Klallam Heritage Center Attachments: Permit #09 -1241 pdf Hi, Jim L. requested additional information for this project (from the architect) Several pages of large rolled plans were submitted, along with the attached memorandum below All of you have already approved this permit in HTE, except Jim L. If you want to review the plans recently submitted, Ken Dubuc has them now When Ken is done, he'll return them to me. Then the plans will be in Jim's office. Thanks, Linda 1 Page 1 N o Clausen SPTacfluiTO Engineers, NIJC U1B Memorandum L16 To Jim Lierly Port Angeles Building Department cc Warren Steveris cc Mike Gentry From Kers Clausen 2.u! .Lu railroad F e Artwork LPG gas tank Signage 0 12._q PVASe (c) Email jlierly @cityofpa.us Email Email Date Project .Elwha Klallam Heritage Center Job No RE 401 E First Street We wish to provide additional information requested To supplement the Kitchen Drawings previously submitted we offer the following Clausen drawing K 10 showing structural work in the kitchen ceiling and roof areas Structural calculations for the modified ceiling in the kitchen Fire suppression submittals prepared by Olympic Restaurant Equipment. We wish to replace the roof between the buildings on the site with the roof .shown on enclosed Gentry drawing A8 0 You have asked for updated structural drawings two copies are enclosed The following deferred items are shown on the revised title sheet: warren stevens @elwha nsn us michael @gentryarchitecture corn December 23 2009 24212 c),,+ C U,kioh Please advise if additional information is needed We hope this response meets your approval ✓'da r .on 2 3 r) 4 'r1of2 (12/31/2009) Linda Pangrle RE. Fire Suppression Permit Application (Elvvha Klallam Heritage Center) From Linda Pangrle To Michael Gentry Date: 12/31/2009 1 28 PM Subject: RE Fire Suppression Permit Application (Elwha Klallam Heritage Center) Mike, Fire suppression systems routinely require separate permits from building permits. On 12 -01 -09 you submitted plans for your phase six kitchen improvements. That is our permit #09 -1241 (which hasn't been issued yet) The plans you submitted were dated 11 20 -09 See note #7 on page K3 of K9 of those plans regarding General Hood Notes from Olympic Restaurant Equipment. Note 7 states: 'Fire suppression system to be installed by other under separate permit (class one systems)' Since this note was on the plans you submitted, we thought you had reviewed the plans and knew about the requirement. We look forward to your submittal. Be sure to include the licensed contractor who will be installing the fire suppression system, and the valuation. Thanks, Linda 'Michael Gentry' michaekaaentrvarchitecture .com> 12/31/2009 12.52 PM Linda, Is this an added requirement or should have been given to us at the beginning of the permitting process? We were not told about this before today Thanks, Mike Original Message From Linda Pangrle fmailto.Loanarleacitvoa.usl. Sent: Thursday December 31, 2009 12 47 PM To michaelOaentrvarchitecture.com Subject: Fire Suppression Permit Application Hi Mike, Today Jim showed me some plans you submitted on 12 -23 -09 They include some fire suppression information. Is that all of the fire suppression information or will there be further information submitted? A separate fire suppression permit is needed. See the attachment below Please complete and submit the fire suppression permit application, and any other plans and specifications you have, to me. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360 417 -4815 360 417 -4711 FAX Ipanarle(a citvofoa.us Page 1 o Clausen SURE IHSD Engineers, c Memorandum L18 To Jim Lierly Email Port Angeles Building Department From Kers Clausen Date Project. Elwha Klallam Heritage Center Job No RE 401 E First Street Thank you for the plan check comments dated January 4 2010 Our comments follow The phase that we have recently submitted are for the fire sprinklers in the 403 building the Electric Room enclosure and the Kitchen Equipment. We have secured permits for the general construction including rough plumbing and rough electrical for the Kitchen Our plans now being reviewed show revisions to the Kitchen Ceiling and a new beam above the Therapy room to support a possible future partition The items in italics below are changes to the present documents that are being reviewed, which Mike Gentry will bring into your office Our response follows GENERAL 1 The ADA signage will be shown on an 8 X 11 sketch that can be added to the drawings supplementing drawing AO 0 2 Restroom Strobe light shows on Electrical Drawing E3 0 3 A note can been added to drawing AO 0 regarding threshold height W B 1 jlierly @cityofpa us January 5 2010 24212 4 Section 1008 1 3 4 of the Code places requirements on Access Controlled Exit Doors in various building occupancies However this section of the Code does not require that these types of doors be used If it were interpreted that this section of the Code is a requirement, every establishment in an A, B M R 1 and R 2 Occupancy would require such doors We believe this section of the Code identifies operational requirements for Access Controlled doors if voluntarily used Please advise if your Code research requires Access Controlled doors 5. A note can be been added to drawing AO 0 and A7 0 identifying that the Kitchen and Restrooms shall have non absorbent surfaces per 2006 IBC W Page 1 of 2 115 E Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 3223 (360) 457 2929 fax N11 o Clausen S4pIfic4urrM Engineers, Dnc ICJ B Memorandum L18 MECHANICAL /PLUMBING BUILDI 1 We will await responses from your third party reviewer regarding loading and will await permit of this phase of work before building the Kitchen Ceiling 2. The exhaust and air supply system in the Kitchen have been designed by Captive Air using industry standards We believe that their design meets or exceeds CFM requirements per IMC T speed and can exhaust u that supplies 4200 CFM bove the cooking unit are variable is supplied by a variable speed fan small auxiliary fan above the dishwasher There will be an energy management system that interlocks the supply and exhaust fans so the airflow is balanced Please advise if your Code research requires more airflow than that provided 3 See drawing 4 by Captive Air regarding the duct specifications These specifications were prepared by Captive Air and meet industry standards. We believe these specifications meet IBC 2006 requirements Please advise if your Code research requires additional information on the specification of the d 4 See enclosed letter from Tom Pressler Mechanical Engineer justifying the sizing of the grease trap discharge It is common for plumbing fixtures to be reduced when the fixture count allows this to be done In this instance the grease interceptor includes 8 fixture units while the 3' discharge provided will easily serve the 8 Fus 4 f 7 5 arbage disposal will be 3/4 HP 1/2 3,o 6 We have asked the LPG piping to be installed per industry standard We would be pleased to meet with you to further clarify this procedure 1 We have not had to enclose electrical Rooms on other projects in one hour Qrk enclosures. The present walls are not one hour construction The ampacity of the electrical system is only 600 amps which is minimal Please advise if your Code research requires one hour enclosures around Electrical rooms 2 The hardware on the Electrical Room door will be typical lever type hardware We would be pleased to add a note regarding this on Drawing A8.0 3 The present Electrical Room door is 3 -0 X 7 -0 This can be changed to 3 -0 X 6 -8 if the change is needed We wish to schedule an overall rough framing inspection at 10 00 AM on January 14 or 15 Please advise if you can make this date We hope this response meets your approval W Page 2 of 2 115 E Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 3223 (360) 457 2929 fax Application desc CLASS 1 HOOD SUPPRESSION SYSTEM Owner Contractor LOWER ELWHA KLALLAM TRIBE PENINSULA FIRE INC 2851 LOWER ELWHA ROAD PO BOX 1744 PORT ANGELES WA 983638409 POULSBO (360) 452 8471 (360) 598 3300 Permit Fee Total Plan Check Total CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5" Street, Port Angeles, WA 98362 Application Number 10 00000005 Date 1 /05 /10 Application pin number 513040 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1940 0000 Tenant nbr name ELWHA KLALLAM HERITAGE CT Application type description HOOD /DUCT SUPPRESSION SYSTEM Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 2500 WA 98370 Permit HOOD DUCT SUPP SYSTEM Additional desc CLASS ONE HOOD SUPPRESSION Permit pin number 159061 Permit Fee 40 00 Plan Check Fee 00 Issue Date 1/05/10 Valuation 0 Expiration Date 7/04/10 Qty Unit Charge Per Extension 1 00 25 0000 ECH HOOD /DUCT INSPECTION /TESTING 25 00 1 00 15 0000 ECH HOOD /DUCT PLAN REVIEW 15 00 Special Notes and Comments January 5 2010 10 33 12 AM kdubuc A complete test of the fire suppression system will be required Test will include test of manual pull station and fusible link A balloon test is required January 5 2010 10 34 12 AM kdubuc All electrical devices under the exhaust hood must shut down upon activation of suppression system January 5 2010 10 34 51 AM kdubuc A K class fire extinguisher must be provided and mounted in the kitchen January 5 2010 10 35 16 AM kdubuc The manual pull station must be installed in the path of exit travel January 5 2010 10 35 39 AM kdubuc Fire suppression system must be tied into building fire alarm panel Fee summary Charged Paid Credited Due 40 00 40 00 00 00 00 00 00 00 1 7 4-lo This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of ystategl local law regulating the work specified in the permit. t Signature of Contractor or Authorized Agent D ate Signature of Owner (if Owner is builder) Date Call 360 -417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. FIRE PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS Date Passed Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments Completed by Contractor. 2/15/00 psi psi 1 CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5` Street, Port Angeles, WA 98362 Page 2 Application Number 10 00000005 Date 1/05/10 Application pin number 513040 Grand Total 40 00 40 00 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360- 417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. 0 KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD ke Sv0PItSSion I Date Passed UNDERGROUND STORAGE TANK (UST) ABANDONMENT Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated 116 ►d t&I C OWct ffir D om, m tkeek. Comments 2/15/00 psi psi 7,1 fi r To Fire Department New Construction Other Department Date 61- -04 1� Project Address L40 E s Sci" Contact i n Cul a- Vi Phone number(s) 36o-51g-3300 1 Permit number b —0 5 Project Description OAS5 VIOOd jv ivesS r o Vn Addition Alteration T Forms /BL. !ding Division /Transmittal CITY OF PORT ANGELES BUILDING DIVISION TRANSMITTAL \C\Ok C�� Or c* oe..1 Ge 45?-- 09 -i2_4t '`eh i ,a see S z310a elyte) affcccile.d. Please review return to the Building Division, Permit Technician 11/08/2015 20 57 FAX 3605983303 PENINSULA FIRE Z001/001 FIRE-BELATER PERMIT APPLICATION CITY OF PORT ANGELES Atth: 321 E; Fifth 6t, Port Artgelat,WA 9113e2 (SO) 417-481 tax; (360) 417-4711 Fire Sprinkler System Chock all thatapply Installing backflow protection doViceNy? oyes 0 .no a Inch water line (list .94antIty.of devices) >2 Ina) water Ilne citiantitypt PR.OJECT 1441,UATION ,(10110z Prieferlara) 1 Hood I Duct Fire Suppression System Brialy .daaoribe thaproloot: Stiallydascribe them/act FOr City Ue.9. O Pate geoefradj—: JO. 'Pert* Applica ger-rz_rz_ Phone "3 c5 2 (o Property Owner L atAle-4 &/q fc utidAt..i ix/ 66 .S3 4 7( Property Owner's Address :2 Lowe-iL 4, P4 r goN latoO• .4/44Eiitpit: '9 e? 6 Contractor Aaid L7k Contras Address I.) 4-1,s-ho License pe F 0 i epire857.--).74e I Errnall penct r Or PI &arra £o.17 PROJECT ADDRESS 4 F744 s Project Business Name Fire Alarm Sy.tOni Check ell *At apply o Ono ad dressOle OVID o Orie zone 0 Additional zones List quantity of additional zones PROJECT VAtuATI.PN (tabor matatiala) a Residential Mutti4amilY P IndtiStri* Ikesidonfol cr.WIti$arnily .0tommorr..101 .0 .indivatrfid Q Rtatidarntof orrin -01Y101 0 Chock 011010 apply Will only the.flre suopression be or ettaree• Neyea. tiO Will a hOortand/sr.ductWork be titerod? n,yeat o no If yes, a mectlanicalparrnit.yollialso nastig.a. PRPJ.ECt VALUAtIOIY:ilabor 4..material) h d and completed:ties application kntay ittorivi taro and,00rreeL 1 authorized t� rippplqr ttria.pannit and uddezerrind 90olly describe the project d Sa .1 144 zxia-4 P* L u ave fee that it re MY responsibility to dobternine temetpOn1 '41410. 119 Orr pit:Owes. Date/.--iy-/Ini 0 Print Name etc eignOture AOrt. T.FomlaiStaidin0 ire-related permit application 1 M9n (C lausen Snuc'RRHM Engineers WB Memorandum L16 To Jim Lierly Email jlierly @cityofpa us Port Angeles Building Department cc Warren Stevens Email warren stevens @elwha nsn us cc Mike Gentry Email michael @gentryarchitecture corn From Kers Clausen Date December 23 2009 Project. Elwha Klallam Heritage Center Job No 24212 RE 401 E First Street We wish to provide additional information requested To supplement the Kitchen Drawings previously submitted we offer the following Clausen drawing K 10 showing structural work in the kitchen ceiling and roof areas Structural calculations for the modified ceiling in the kitchen Fire suppression submittals prepared by Olympic Restaurant Equipment. We wish to replace the roof between the buildings on the site with the roof .shown on enclosed Gentry drawing A8 0 You have asked for updated structural drawings two copies are enclosed The following deferred items are shown on the revised title sheet: Artwork LPG gas tank Signage Please advise if additional information is needed We hope this response meets your approval W'1242001242121L016 wnd °age 1 of 2 15 Railroad Ave Suits 3(8 Po t Angeles Washington b2 (36))452 3223 (360) 457 29/9 fax �5 (1/4/2010) Linda Pangrle RE. Fire Suppression Permit Application Elwha KlallamHeritage Center) From 'Michael Gentry michael @gentryarchitecture com> To 'Linda Pangrle Lpangrle @cityofpa.us> Date 12/31/2009 2 53 PM Subject: RE Fire Suppression Permit Application (Elwha KlallamHeritage Center) Linda Thanks I believe ORE will be handling this Happy New Year Mike Original Message-- From Linda Pangrle [mailto Lpangrle @cityofpa.us] Sent: Thursday December 31 2009 1 28 PM To Michael Gentry Subject: RE. Fire Suppression Permit Application (Elwha KlallamHeritage Center) Mike Fire suppression systems routinely require separate permits from building permits On 12 -01 -09 you submitted plans for your phase six kitchen improvements That is our permit #09 -1241 (which hasn't been issued yet) The plans you submitted were dated 11 20 -09 See note #7 on page K3 of K9 of those plans regarding General Hood Notes from Olympic Restaurant Equipment. Note 7 states 'Fire suppression system to be installed by other under separate permit (class one systems)' Since this note was on the plans you submitted we thought you had reviewed the plans and knew about the requirement. We look forward to your submittal Be sure to include the licensed contractor who will be installing the fire suppression system and the valuation Thanks Linda Thanks Mike 'Michael Gentry michael @gentryarchitecture com> 12/31/2009 12 52 PM Linda, Is this an added requirement or should have been given to us at the beginning of the permitting process? We were not told about this before today Original Message From Linda Pangrle [mailto Lpangrle @cityofpa.us] Sent: Thursday December 31 2009 12 47 PM To michael @gentryarchitecture com Subject: Fire Suppression Permit Application Page 1 1 (1/4/2010) Linda Pangrle RE Fire Suppression Permit Application (Elwha KlallamHeritage Center) Page 2 ro Hi Mike Today Jim showed me some plans you submitted on 12 23 -09 They include some fire suppression information Is that all of the fire suppression information or will there be further information submitted? A separate fire suppression permit is needed See the attachment below Please complete and submit the fire suppression permit application and any other plans and specifications you have to me Thanks Linda Pangrle Permit Technician City of Port Angeles 321 E 5th St. Port Angeles WA 98362 360- 417 -4815 360- 417 -4711 FAX Ipangrle @cityofpa.us B Clausen SPrac4arall Engineers, [Inc Memorandum L16 cc Warren Stevens cc Mike Gentry From Kern Clausen Project Elwha Klallam Heritage Center Artwork LPG gas tank Signage. B. 0 °t \zLl P116kse K \-\-aheh .1' To Jim .Lierly Email jlierly @cityofpa us Port Angeles Building Department Email warren stevens @elwha nsn us Email michael @gentryarchitecture com Date December 23 2009 Job No 24212 RE 401 E First Street We wish to provide additional information requested To supplement the Kitchen Drawings previously submitted we offer the following Clausen drawing K 10 showing structural work in the kitchen ceiling and roof areas Structural calculations for the modified ceiling in the kitchen c ()'\5 Fire suppression submittals prepared by Olympic Restaurant Equipment. \O`C7s 1 We wish to replace the roof between the buildings on the site with the roof .shown on enclosed Gentry drawing A8 0 kn r' You have asked for updated structural drawings two copies are enclosed 1 r The following deferred items are shown on the revised title sheet: m (t MA\ V I Please advise if additional information is needed We hope this rasponse meets your approval W1242001242121L016 'n ;e 1 of 2 1 Railroad Ave Suit v R„ ■rs Washington 62 223 (36F) 457 2 9 fax Quotation For: Olympic Restaurant Equipment 51 Dryke Road Regarding the fire suppression system for commercial cooking operations of the project known as Elwah Heritaee Center.Port .Angeles. Peninsula Fire Inc. proposes to provide an Amerex KP Fire Suppression System. Details regarding the hazards to be protected, scope of work, and pncmg are as follows: HAZARDS TO BE PROTECTED: Qty Device Type 2 Hood Plenum 2 Rectangular Duct 1 Range 2 Deep Fat Fryer Split Vat 1 Custom Appliance 1 Griddle Flat Cooking Su 1 Gas Valve FP Nozzle(s) 2.0 11982 4 0 16416 3 0 11984 4 0 13729 1 0 11982 1.0 11982 00 Attn. Erik Schwartz Phone: 360582 1050 Fax. 360683 -3455 Continued on Page 2 Device Specifications Quote No: 06037 Revision; 03 17 PM 10/28/2009 Quoted by Ray (All dimensions are inches) Width 48.00 Length 96 00 Penetrat 6.00 Detectio 1 00 Width 10 00 Depth 22.00 Style 100 Burners 6 00 Max Ce 18 00 Clearan 40 00 Back Sh 0 00 Width 16 00 Depth 6.00 Drip boa 2.00 Clearan 40 00 Width 30 00 Depth 30 00 Height 40 00 Width 24 00 Depth 24 00 Nozzle T 2.00 Clearan 40 00 Type 1 00 Size 3 00 Page 1 of 3 !IP FOR USE WITH AMEREX ACE PROGRAM PROJECT _n:71,),1 it 1/.,s t 'kr PREPARED BY 14 e la( Re 11Se DATE 1 TIME./,-.■ QUOTE NO e JOB NO e i ATh 1 5 20015_ 3 .4 Comments 4 t../ C I /A.,/ 2•t. r It; it -4. 7 /43 .41 System Description as appropriate qty size x size qty size x size 1 Duct /z.'" x 7 Appliance v 2 Plenum 74 A 9Z. 8 Appliance 3 Appliance 6 i 3 4i K. z K ofv&E 9 Gas Valve -r 4 Appliance 10 Retrofit Kit. 5 Appliance ..1 11 Agent Cyl li. c'`..-;--. /Z-4 1 Pl_kNS ILPPROVFD BY 6 Appliance ?rte. f 12 Misc POlt 1 k\ C 1 .4.,LS HAL DEFT *1 1 A /0/-;-ildr,' )4' r rJ Pg. of SECTION 1 GENERAL INFORMATION MANUAL P/N 12385 REV. A AMEREX KP RESTAU RANT FIRE SUPPRESSION SYSTEM Tested and Listed by Underwriters Laboratories, Inc. to UL Standard 300 EX 4658 Tested and Listed by Underwriters Laboratories of Canada to U LC /O RD 1254.6-1995 October 2003 Appliance Deep Fat Fryer without Drip Pan Deep Fat Fryer with Drip Pan Deep Fat Fryer with Drip Pan Low Proximity Range Single Burner Range Two Burner Range Two Burner Range Four Burner Wok Griddle Griddle Griddle Upright Broiler Charbroiler (Lava Rock) Charbroiler (Gas Radiant Electric Radiant) Natural Mesquite Charcoal Charbroiler Mesquite Chips Chunks Charbroiler Mesquite Log Charbroiler Single Bank1V -Bank Rectangular Circular Rectangular Circular Rectangular Circular Plenum Duct AMEREX KP RESTAURANT SYSTEM NOZZLE APPLICATION CHART Nozzle P/N 13729 13729 2 11982 11984 11982 11982 14178 11982 11982 13729 14178 2 11984 11983 11982 11983 11983 11983 Nozzle P/N 11982 Nozzle P/N 16416 16416 2 11983 2 -11983 3 -11983 3 -11983 Flow Points 2 2 2 1 A 1 1 2 1 1 2 2 1 1% 1 1 1%2 1 %2 Flow Points 1 Flow Points 1 1 3 3 4 '/2 4 %2 Width 19 in. 19 in. 19 in. 18 in 14 in. 12 in 24 in 14 -24 dia. 30 in 30 in 30 in 30 Y2 in. 24 in 24 in 24 in 24 in 24 in Width 4 ft. Max. Perimeter 50 in. 100 in 150 in. Length 19 in. 25 3/8 in 25 3/8 in 18 in 28 in. 24 in. 24 in 4 -7 depth 36 in. 42 in 48 in 28 1 ,4 in. 24 in. 24 in 28 Y2 in. 28'/2 in. 28'/2 in. Length 10 ft. Diameter 16 in. 32 in. 48 in. Min. Height 36 in. 36 in. 17 in. 20 in. 44 in. 36 in. 18 in. 40 in. 30 in. 38 in. 15 in. 18 in. 18 in. 16 in. 16 in. 19 in. Protection is not limited to the Items listed on this chart. Modullzing larger appliances is an acceptable practice. See your Amerer KP Manual for additional information. Max. Height 48 in. 48 in. 36 in. 42 in. 48 in. 50 in. 50 in. 50 in. 48 in. 50 in. 50 in. 44 in. 48 in. 42 in. 48 in. 44 in. Length Max. Diagonal Unlimited 18 8 in Unlimited Unlimited 37.2 in Unlimited Unlimited 55.9 in Unlimited October 2003 Section 3 Design Page 3 2 Amerex KP Wet Chemical System (EX 4658) DUCT PROTECTION LIMITATIONS TWO NOZZLES (2 x P/N 16416) Two Amerex duct nozzles (P /N 16416) will protect ducts with a perimeter of 5 inches to 82 inches (129 5 208.3 cm) or a maximum diameter of 26 inches (66 cm) To correctly position the nozzles a rectangular duct should be divided along its longest side into four equal distances. A circular duct sh wld be divided along a centerline into four equal distances. A nozzle sh 3uld be placed at one quarter of the duct's width (or diameter) with both nozzles on the centerline, paced 2 inches (5 08 20.3 cm) into the duct opening and aimed at the center of the cross section of the duct. Each nozzle has one flow point. NOTE. In no case can the diagonal dimension of each module exceed 18.8 inches (46 cm) DUCT PROTECTION LIMITATIONS 100 IN PERIMETER TWO —1 FLOW POINT NOZZLES (PIN 11983) Th Amerex solid fuel appliance /duct nozzle (P /N 11983) is listed to protect a restaurant cooking exhaust duct of unlimited length and up to 100 perimeter inches (254 cm) or 32 inch diameter (81.2 cm) using two nozzles. The nozzles total three flow points and to prc•perly position the nozzles, a rectangular duct should be divided along its longest side into four equal distances. A circular duct should be divided along its center line into four equal distances. The no::2les are to be placed at one quarter and three quarters position of :he duct width (or diameter) with both nozzles on the center line placed 2 8 inches (5 08 20 3 cm) into the duct opening and aimed straight up in a vertically run duct. NCTE. In no case can the diagonal dimension of the duct exceed 37.2 inches (94 4 cm) without adding additional duct nozzles NOTE: The use of one duct nozzle P/N 11983 is permitted for duct 50 perimeter inches or Tess in the same manner as duct nozzle 16416 7 December 2008 NOTE. An Amerex KP ZD Kitchen Fire Suppression System have the same listed criteria for the protection of the Duct and Plenum. PLENUM PROTECTION LIMITATIONS SINGLE FLOW POINT NOZZLE (P /N 11982) The Amerex Appliance Plenum Nozzle (P /N 11982) is capable of protecting plenums up to 10 feet (3 048m) long with either a single inclined filter bank or a 'V' bank filter arrangement. The filter height cannot exceed 24 inches (60.96 cm). Each plenum nozzle uses one flow point. The nozzle must be positioned 4 inches (10 16) maximum from the end wall of the hood aimed horizontally and positioned down 1/3 the vertical filter height from the top of the filter The width of a 'V bank filter arrangement is limited to a maximum of 48' (122 cm) SINGLE BANK PROTECTION CENTERED BETWEEN TOP OF FILTER AND SIDE WALL OF HOOD OF THE VERTICAL HEIGHT DOWN FROM I f' l li ffI O ttN eu Section 3 Design Amerex Restaurant Fire Suppression System PLENUM PROTECTION THE TOP OF FILTER VERTICAL HEIGHT PLENUM PROTECTION MULTIPLE NOZZLES Plenums exceeding 10 feet (3.048 m) in length may be protected by using multiple plenum nozzles. Each nozzle must be protecting an area of no more than 10 feet in length Nozzles may be positioned facing each other or facing the same direction as long as the entire plenum area is being covered Nozzles may not face in opposite directions from a common tee. -08 IN. (122 an) MAX. 1/3 VERTICAL HEIGHT DOWN FROM THE TOP OF THE FILTER CENTERED IN THE V' BANK Page 3 -5 (EX 4658) i I ji VERTICAL HEIGHT it NOZZLE TO BE LOCATED P4' FROM THE END WALL CENTERED IN THE "V" BANK 10 FT (3.05m) December 2008 RANGE PROTECTION TWO HALF FLOW POINT NOZZLE (P /N 11984) The Amerex appliance nozzle (P /N 11984) has one -half flow point value and when used as a pair as illustrated below will protect a range surface area of 12" x 36' (31 x 92 cm). The nozzle must be located 20 30" (50.8 76.2 cm) above the range surface on the burner centerline 2 inches (5 cm) outboard of the burner and aimed at the center of the hazard area. The nozzles are to be at the same height and on opposite sides of the range hazard area. t r RANGE PLUS BACK -SHELF PROTECTION OVERHEAD APPLIANCE NOZZLE (P /N 11982) The Amerex appliance nozzle (P /N 11982) has a one flow point value and will protect a range burner area of 12' x 24 (31 X 61 cm) from an overhead position. The back shelf must be at least 20" high (51 cm) and must not cover more than 11 (28 cm) of the back burners The nozzle must be located 40 47" (102 119 cm) above the range surface, on the burner centerline 4 inches (10 15 cm) forward of the center of the two burners and aimed at the center of the hazard area. Note Maximum minimum heights must be measured from the tip of nozzle to the surface of the appliance Section 3 KP Design Page 3 -11 Amerex Restaurant Fire Suppression System (EX 4658) Note Maximum minimum heights must be measured from the tip of nozzle to the surface of the appliance. —SHELF EDGE December 2008 Section 3 KP Design Amerex Restaurant Fire Suppression System FOUR (4) BURNER RANGE PROTECTION TWO (2) FLOW POINT NOZZLE (P /N 14178) The Amerex 4 burner range nozzle (P /N 14178) has two (2) flow points and will protect a range surface area of 24 x 24 (61 x 61 cm) The center to center distance between burners must not exceed 12 inches. The nozzle must be located 18 50' (46 127 cm) above the range surface and centered between the burners The nozzle is aimed straight down at the center of the appliance NOTE. Maximum and minimum heights must be measured from the tip of nozzle to the surface of the appliance RANGE PROTECTION MULTIPLE NOZZLES (P /N 14178) For ranges that have a surface area exceeding the capabilities of a single nozzle multiple nozzles must be used provided that the surface area of the range is divided into equally sized modules. Each module must be equal to or less than 24 x 24 (61 x 61 cm) NOTE. When using this nozzle to protect a two (2) burner range the aiming point is where an 8.50" radius from the center of each burner crosses one another WOK PROTECTION SINGLE FLOW POINT NOZZLE (P /N 11982) The Amerex appliance plenum nozzle (P /N 11982) has one flow point and will protect a wok with dimensions between a minimum diameter of 14 (36 cm) and a maximum diameter of 24 (61 cm) inclusive. The wok must have a height dimension between a minimum of 4 (10 cm) and a maximum of 7' (18 cm) inclusive The nozzle must be centered over the center of the wok and located at a height between 40 (102 cm) and 50' (127 cm) from the bottom of the inside of the wok and aimed at the center of the wok. 50 MAX Min Size Aim Point l 21 MEM Max Size 0" max t 1 40 n x 1 Page 3 -12 (EX 4658) T October 2003 Section 3 Design Page 3— 6 Amerex KP Wet Chemical System (EX 4658) FRYER PROTECTION (FULL VAT) TWO, FLOW POINT NOZZLE (P /N 13729) MAXIMUM AREA. 19 in. (50 cm) x 25 -3/8 in. (65 cm) including drainboard interface area 19'/2 in. (50 cm) x 19 in. (48 cm) not including drainboard interface area The Amerex fryer nozzle (P /N 13729) uses two flow points and will protect a full vat fryer If the fryer does not include a drainboard, the maximum fryer dimensions for single nozzle coverage are 19" x 19 (48 x 50 cm) and the maximum protected area is 2.53 ft (2350 cm If the fryer does contain a drainboard the maximum fryer dimensions for single nozzle coverage are 25- 3/8" x 19'/2 (65 x 48 cm) and the maximum protected area is 3 44 ft (3195 cm However. the maximum hazard area must not exceed 19' x 19 (48 x 50 cm1. The nozzle must be located along or anywhere within the protected area Nozzle heights must be within 36 to 48 inches (91 44 121.92 cm) above the appliance surface and aimed to the center of the hazard area of the appliance. within nh.d.d ADS POINT (..c.. OF`AZARD AREA) FUII VAT FRYER ,b• ag- WRM DRAINBOARO I �r EbL VAT FRYER WITHOUT ORAIN@OARD LOW PROXIMITY APPLICATION FRYER PROTECTION (FULL VAT) TWO (2) SINGLE FLOW POINT NOZZLE (P /N 11982) MAXIMUM AREA. 19% in. (50 cm) X 25 3/8 in. (65 cm) (including 19'/2 in. (50 cm) x 19 in. (48 cm) (not including A pair of Amerex single flow point nozzles (P /N 11982) will protect a full vat fryer The nozzles must be used in pairs located on the perimeter of the appliance '/2 back from the inside edge of the appliance and within a zone extending 6" in both directions of the center of the hazard. The nozzles are to be located 180° apart (directly across from one another) They are to be aimed at a point 3 below the top of the appliance and directly below the opposing nozzle If the fryer does not include a drainboard the maximum fryer dimensions are 19W x 19" (50 x 48 cm) and the maximum protected area is 2.53 ft (2530 cm If the fryer does contain a drainboard, the maximum fryer dimensions are 25 3/8' x 19 1/2" (65 x 50 cm) and the maximum protected area is 3.44 ft (3195 cm However the maximum hazard area must not exceed 19 1/2 x 19" (50 x 48 cm) The nozzle s height must be within 17'/2 to 36' (45 92 cm) above the appliance surface Note: Maximum minimum heights must be measured vertically from the tip of nozzle to the top of the appliance. 36" 36," drainboard interface area) drainboard interface area) l} NOM( IEC FULL VAT FRYER WITH DRAINBOARD as- December 2008 Section 3 KP Design Page 3 —15 Amerex Restaurant Fire Suppression System (EX 4658) GRIDDLE PROTECTION LARGE TWO (2) FLOW POINT NOZZLE (P/N 14178) The Amerex Range Nozzle (P /N 14178) has two (2) flow points and will protect a griddle surface of 48 inches wide (122 cm) x 30 inches deep (76 cm) The nozzle must be located along the perimeter of the appliance and within a vertical height range from 24 (61 cm) to 50' (127 cm) above the surface of the appliance. The aiming point for the nozzle is the 'Point of Intersection" of a straight line from the nozzle location to the center of the appliance where the line crosses the outer edge of an 11 inch square (28 cm sq centered over the center point of the griddle. 11 Square Centered on Griddle Comer 1 Perimeter of Griddle Noe Location GRIDDLE PROTECTION LOW PROXIMITY TWO (2) FLOW POINT NOZZLE (P/N 14178) 'gum Centered Perimeter of Griddle Griddle Center Point of Intersection AIM POINT Point of Intersection AIM POINT Nozzle Location Note. maximum 15' 24' heights must be measured from the tip of nozzle to the surface of -the appliance. The Amerex Range Nozzle (P /N 14178) has two (2) flow points and will protect a griddle surface of 48 inches wide (122 cm) x 30 inches deep (76 cm). The nozzle must be located at any one of the four corners of the appliance and within a vertical height range from 15' (38 cm) to 24 (61 cm) above the surface of the appliance The aiming point for the nozzle is the of Intersection" of a straight line from the nozzle location to the center of the appliance where the line crosses the outer edge of an 11 inch square (28 cm sq.), centered over the center point of the griddle. 11 square centered on module center minimum 48" max. D 11" square centered on griddle's center 14P 24" max. 30 •max. 15" min. I 5! 11'Squen Contemn on Griddle Center Note: Maximum mi/iimum heights must be measured from the tip of nozzI ti? the /surface of the appliance J I II CT October 2003 JOB LINKS Four temperature ratings of the Job Links are available They are constructed of two metal struts held intension by a small, glass bulb that ruptures at the appropriate temperature rating The detector bracket (P /N 12508) will support either the Globe Type K fusible links or the Job links, and the same detector limitations apply for both types of detector Part No. 16226 1 16227 1 16445 1 16446 Response Type Quick Quick Quick Quick FUSIBLE LINKS CONDUIT OFFSET (P/N 12507) Max. Ambient Link Rating Temperature I 286 °F 1 141 °C 1 225 °F 1 107 °C 1 360 °F 182°C 1 300 °F 1 149 °C 1 450 °F 1 232 °C 1 375 °F 1 191°C 1 1 500 F 1 260 °C 1 425 F 1 218°C 1 Four temperature ratings of fusible links are available. They are of the electric solder type Zink which will melt at a predetermined temperature allowing the two halves of the link to separate Globe Type "K' Load Limit: Maximum Load 50 lbs. (22.68 Kg) Minimum Load 3 lbs. 1.37 Kg) The conduit offset is used to allow a smooth transition for cable runs into or out of the mechanical release module without using pulley elbows. It may be used with the detection network, manual pull stations or mechanical gas valve actuation network. The use ofthis device does not reduce the maximum number ofcorner pulleys allowed in the system. THE CONDUIT OFFSET MAY ONLY BE ATTACHED TO THE ENCLOSURE OF EITHER THE MRM OR THE PRM Section 2 System Components Amerex KP Wet Chemical System Part No 12326 12327 12328 12329 EXPOSURE Link Rating 1212 °F 1 100°C 1 280 °F 1 138 °C 1 360 °F 1 182 °C 1 450 F 1 232 °C Temperature and year of manufacture are stamped on each link. 3 4/5" (9.652 j Cm Job Quick Response Link Load Limit: 1 to 55 lb _t_/" Page 2 9 (EX 4658) LIMIT Max. Ambient Temperature 1 150 °F 1 66 °C 1 225 °F 1 107°C 1300 °F 1 149°C 1 375 °F 1 191°C sv� October 2003 Section 2 System Components Page 2 10 Amerex KP Wet Chemical System (EX 4658) MANUAL PULL STATION (P /N 11993) Every Amerex KP Restaurant System must use at least one manual pull station This device provides a means of discharging the system manually Manual pull stations should be located in a PATH OF EGRESS and mounted at a height conforming with the local Authority Having Jurisdiction. The manual pull station may be recessed or surface mounted see Installation Section 4 Page 11 for details. I Iilll MANUAL PULL STATION ADAPTER KIT (P /N 14193) 3 3/3' (for use with manual pull station P/N 11993) When recessing the manual pull station the adapter kit compensates for the additional wall thickness and provides an oversized cover for the wall opening. MANUAL PULL STATIONS (OVERSIZED)(P /N 14320) This manual pull station may be either surface or recess mounted The oversized cover is large enough to' cover the standard 4 octagonal, sheetrock access hole and remain attractive and functional Manual pull stations should be located in the path of egress and mounted at a height conforming with the local Authority Having Jurisdiction. "QUICK -SEAL ADAPTER (3/8" pipe P/N 12276) (1/2 pipe P/N 14204) This listed mechanical bulkhead fitting produces a liquid tight seal around distribution piping where the piping penetrates hoods or ducts. The quick -sear adapter is available in 318' and 1/2" NPT "QUICK- SEAL" COMPRESSION FITTING (1/4 TUBING PIN 16502) 1 C7s Ire u'; 1 d`+ I yr (0 cm4 11.3 t13 34 cm) `'LSE Cr t PUL PIN 'F\ HEN P'JLL HANDLE uO0D STSTC !LL U %s_4n `COMPRESSION SEAL ADAPTER (3/8" pipe P/N 12510) (1/2' pipe PIN 12512) The compression seal adapter is a 'listed mechanical bulkhead' fitting that produces a liquid tight seal around pipe or conduit when making penetrations in a hood or duct. Unlike the quick -seal adapter the compression seal adapter is not threaded to accept pipe and does not require conduit or pipe to be cut or threaded. It is available in 3/8" and 1/2' sizes. This listed mechanical bulkhead fitting produces a liquid tight seal around the detection tubing where the tubing penetrates the hoods. LOCK WASHER NUT EMT CONDUIT LOOK WASMER uUT —i Jl 21 1 5 (1 cn? GASKET SEAL ADAPTER BODY CASKET 1 AU�PTER BOOT COMPRESS 318 PIPE October 2003 Section 2 System Components Page 2 —11 Amerex KP Wet Chemical_ System (EX 4658) MECHANICAL GAS VALVE All Amerex KP Restaurant Systems protecting gas -fired cooking appliances must use a gas shut -off valve listed for use with the system Amerex mechanical gas valves are held open with a latching device. Upon sy';tem discharge a piston in the MRM or PRM will pull on a cable connected to the latch in the gas valve reI asing the latch and allowing the spring to close the valve. These valves are considered to be "Normally Closed Held Open The valve bodies are made of brass and threaded with female NPT threads on both ends and are UL listed for natural gas and propane in 3 /4" 1 1V4 1% and 2" sizes. Part No. Size 12790 3 in. 12791 1 in. 1 12792 1% in. 12793 1 in. 12794 2 in. ELI =CTRIC GAS VALVES A B 1 Pressure i 10 5/16 in. (26.194 cm) 11 9/16 in. (29.369 cm) 12 A in. (31 75 cm) MAVUAL RESET RELAY (PIN 12526) 3 in. (9.525 cm) 4 7/8 in. (12.383 cm) 6 in. (15.24 cm) 10 PSIG (69 kPa) Max. Electric gas valves operate on 110 VAC current which powers a solenoid holding the valve open agE inst a spring Upon system discharge current to the solenoid is interrupted by a microswitch in the MRM or PRlvl causing the valve to shut. A Toss of electrical power will also cause an electrical gas valve to close. A manual reset relay must be used with electric gas vales. UL listed sizes are' 1 1% 1% 2" 2Y 3" Part No. 12870 12871 12872 12873 12874 12875 12876 DESCRIPTION: MANUAL RESET RELAY CONTACT CONFIGURATION: DOUBLE POLE, SINGLE THROW MINIMUM CONTACT RATING: MTR LOAD 8 AFL, 48 ALR, 120 VAC RES LOAD BA, 120 VAC PILOT DUTY 120 VA, 120 VAC Size in. 1 in. 1 in. 1 %in. 2 in. 2 in. 3 in. A Manufectilter ASCO Anytime an electrical gas valve is connected to an Amerex KP Restaurant System, a manual reset relay must be used After an electrical gas valve has closed (either because of system discharge or because of power failure) the valve cannot be opened without manually pressing the reset button on the manual reset relay This operation is lo guard against a momentary loss of power closing the valve extinguishing the pilot lights and allowing gas to escape when power is rest red. The manual reset relay is UL listed and has a pilot Tamp to indicate its status. October 2003 Section 2 System Components Page 2 8 Amerex KP Wet Chemical System (EX 4658) DETECTOR (P /N 12508) Each detector in the Amerex KP Restaurant System is comprised of three parts The detector bracket, detector linkage and the fusible link (ordered separately) The bracket serves as support for the linkage and is attached to a rigid surface The linkage supports the fusible link and a continuous cable under tension. At a predetermined temperature the fusible link will separate relieving tension on the cable and actuating the system TEST LINKS (P /N 12891) CORNER PULLEY (P /N 12309) The Amerex KP Restaurant System uses a 'high temperature corner pulley to change direction of the cable by 90° This corner pulley may be used in environments with temperatures up to 700 °F (371 °C) Mounting holes are provided for anchoring the corner pulley where allowed by local codes This manual will refer to series and terminal detectors There is no difference in part numbers or dimensions between series and terminal detectors A terminal detector is the last or only detector in the network and the cable must be "terminated' there. A series detector is any detector located between the terminal detector and the mechanical release module in the detection network. Test links are available for conducting functional tests of the detection system. This device fits the detector in the same manner as the fusible link, is normally placed on the terminal detector and can be cut, simulating a fusible link separating under fire conditions CORNER PULLEY (P /N 16444) The Amerex KP Restaurant System also uses a 'high temperature compression corner pulley to change direction of the cable by 90° (This compression corner pulley [Brooks Model CP5] allows complete assembly of conduit and corner pulleys prior to installing the cable PULLEY TEE (P /N 12506) A pulley tee is used to change the direction of two cables by 90° This device can be used with mechanical gas valves and manual pull stations but not fusible Zink detectors. It cannot be used where temperatures exceed the range of 32° 120 °F (0° 49 °C) Fusible Zink not included with detector P/N 12891 10" (25.4 cm) 01 'moo \c v v Terminal End P/N 12309 P/N 16444 P/N 12506 CABLE (P /N 12553) Cable is used to run from the MRM or PRM through conduit and corner pulleys to detectors, mechanical gas valves or manual pull stations. It is 1/16 inch diameter stainless steel (7 x 7 480# tensile strength) available in 500 foot (152 m) spools (P /N 12553) 13/64' dia. Mounting Holes TRANSMITTAL TO. Jim Lierly City of Port Angeles PO Box 1150 Port Angeles, WA 98362 Phone: (360) 417 -4816 Fax: (360) 417 -4711 DATE. December 29, 2009 7`ED DEC 2 2009 PROJECT Elwha Klallam Heritage Center Job• 2007 -0004 drt OF t .Es ISSUED FOR. VIA. Quantity Identification 1 3 sets We are Transmitting: Herewith Bid Estimate Mail Fax REMARKS. For your review CC File miehael @gentryarchitecture com carol @gentryarchitecture.com www.gentryarchitecture.com A PROFESSIONAL LIMITED LIABILITY COMPANY Under Separate Construction Record Courier ®ByHand Cover Memo L17 from Kers Clausen Structural calculations for the modified ceiling in the kitchen Approval Review Overnight Description U Sent by Carol Gentry ENTRY ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115 E. RAILROAD AVE SUITE 308 PORT ANGELES, WA 98362 O 360 457 7550 F 360 457.2929 Stamped signed W B Clausen Structural Engineers, Inc Memorandum L17 To From Project: RE 401 E First Street We wish to provide additional information requested To supplement the Kitchen Drawings previously submitted we offer the following Please advise if additional information is needed We hope this response meets your approval E b `IF X17 DEC 2 2009 CITY OF PORT ANGELES BUILDING DIVISION Jim Lierly Port Angeles Building Department Kers Clausen Elwha Klallam Heritage Center Structural calculations for the modified ceiling in the kitchen i5 f 7 v Email Date Job No WB C jlierly @cityofpa.us December 29 2009 24212 W wpd Page 1 of 2 115 Railroad Ave Suite 308 Port Angeles •Washington 98362 (360)452 3223 (360) 457 2929 fax W B. CLAUg STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY R_EC 11 E 6 --1 DEC 2. -1 2009 f,... '9ITY OF PORT ANGELES BUILDING DIVISION N 4 r I -1 1 1 /Nr,4 PIN I 2 Si 7; JOB NO. O O./ SHEET 51 DATE /3fra; i 1 '/'(47 I Ik A 's t., I I 1 ‘s ----I- S:4 '.....Z., t 1 i i i .....4......I. ...ay.... .MIWONIt C I ^4 ............,...r....,,,...,,,,,,,,........ r...7, C.r N C W B, CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT a 1 7' DESIGN BY fg; aso re67 J 4 JOB NO. SHEET DATE re/2. c:,/ W ELCLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY •i 3.:YL L.'4 /Pr Zrz.:5427) t 1. er) 1 e c‘c te: 4 1/144d V":*- 4. ftk, JOB NO. SHEET DATF Ye- ,41-1 4 WB 1 1 MULTI -SPAN TIMBER BEAM DESIGN KITCHEN HOOD FRAMING CLAUSEN ENGINEERS 1727 64TH STREET EMERYVILLE CA 94608 B1 B2 B3 B4 GENERAL DATA 1 2 3 4 All Spans Simple Support YES Spans Length ft 9.00 20.00 20.00 20.50 End Fixity Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in 3.500 3.500 3.500 5.500 Beam Depth in 7.25 11.25 11.25 11.50 CALCULATED VALUES -OK -OK -OK -0K F'b- Modified Allow psi 1625.0 1100.0 1100.0 1350.0 fb Actual. psi 5911 1079.5 573.9 997.5 F'v- Modified Allow psi 237.5 190.0 190.0 170.0 fv (actual) 1.5 psi 33.0 55.8 29.9 43.3 Moment Left k -in 0.0 0.0 0.0 0.0 Moment Right k -in 0.0 0.0 0.0 0.0 Max. Mom. Mid -Span k -in 18.1 79.7 42.4 120.9 X -Dist ft 4.50 4.53 4.53 10.39 Shears: Left k 0.89 1.97 1.04 2.00 Right k -0.89 -0.51 -0.31 1.94 Reaction Left DL k 0.53 1 42 0.77 0.98 LL k 0.36 0.56 0.28 1.01 Total k 0.89 1.97 1.04 2.00 Reaction Right DL k 0.53 0.34 0.22 0.98 LL k 0.36 0.16 0.08 0.96 Total k 0.89 0.51 0.31 1.94 Max. Defl. Mid Span in -0.117 -0.523 -0.289 -0.698 X -Dist ft 4.50 8.93 8.93 10.25 DESIGN DATA Le: Unsupported Length ft 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi 1300.0 1100.0 1100.0 1350.0 Fv :Basic Allowable psi 190.0 190.0 190.0 170.0 Elastic Modulus ksi 1700 1700 1700 1600 Load Duration Factor 1.25 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span Yes Yes Yes Yes Uniform. DL pif 63.0 10.0 10.0 64.0 LL plf 80.0 0.0 0.0 78.0 Partial. DL plf 16.0 LL pif 22.0 X -Left ft 0.00 X -Right ft 9.00 20.00 20.00 6.00 Point. DL 250.00 500.00 250.00 220.00 LL 80.00 X -Dist. ft 0.25 0.25 0.25 6.00 Point. DL 250.00 1060.00 540.00 340.00 LL 720.00 360.00 160.00 X -Dist. ft 8.75 4.50 4.50 15.00 QUERY VALUES Location ft 0.00 0.00 0.00 0.00 Shear 0.89 1.97 1.04 2.00 Moment k -in 0.00 0.00 0.00 0.00 Deflection in 0.000 0.000 0.000 0.000 ELWA HERITAGE CENTER 24212C1 Date: 11113109 Page: 3 V4 4D (c) 1983-96 ENERCALC W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 9t W B. CLAUSEN PROJECT PORT ANGELES t(edit ^ENTER REMODEL CLIENT KLALLAM TRIBE DESIGN PKT INDEX. MATERIALS AND LOADING CRITERIA ROOF AND FLOOR FRAMING LATERAL DESIGN FOUNDATION ALLOWABLE SOIL BEARING PRESSURE PER TABLE 1804.2 i .3`-{3 Corn Re STRUC 1 .0 'ENGINEERS, INC. 1, t ��.t f w.. DESIGN CRITERIA. CITY DIVISION ES INTERNATIONAL BUILDING CODE, 2006 EDITION, ASCE 7 -05 15p 0. MATERIAL. CONCRETE FOOTINGS fc 2500 PSI SLABS fc 3000 PSI REINFORCING NO 3 AND SMALLER ASTM A -615 GR40 NO 4 AND LARGER ASTM A -615 GR60 PLYWOOD DIAPHRAGMS APA GRADE MARKED CD PLYWOOD SHEARWALLS APA GRADE MARKED CD JOISTS DF -LARCH NO 1 Fb BEAMS DF -LARCH NO 1, Fb BOLTS WOOD CONNECTIONS ASTM A -307 Vertical soil bearing pressure 1500 PSF DL LL 2000 PSF TL JOB NO 23286 DATE 1JANO9 SHEET REV REC DEC 2 9 2009 1000 PSI 1350 PSI PARALLAM 2.0E PSL iLEVEL Fb 2900 PSI Fc 750 PSI Fv 290 PSI E 2000 KSI TIMBERSTRAND 1.55E LSL iLEVEL Fb 2325 PSI Fc 800 PSI Fv 310 PSI E 1550 KSI GLULAM BEAMS 24F V8 DF/DF Fb 2400 PSI Fc 650 PSI Fv 165 PSI E 1800 KSI 1 W B. CLAUSEN STRUCTURAL ENGINEERS, INC. PROJECT PORT ANGELES JOB NO 23286 REMODEL DATE 1JANO9 CLIENT KLALLAM TRIBE SHEET 2 DESIGN PKT REV VAULTED ROOF LOADING. RAFTERS BEAMS BUILT UP ROOFING 2.2 PSF 3/4 PLYWOOD 2.3 RAFTERS 3.8 BLOCKING 1.2 PLYWOOD 1.5 CEILING FINISH 2.3 INSULATION 0.8 ELECT HVAC 0.5 SPRINKLERS 1.0 BEAMS 3.0 MISC 1 4 DEAD LOAD 17 0 PSF 20 0 PSF LIVE LOAD 250 PSF .260 PSF TOTAL LOAD 4.7.0 PSF 45,0 PSF LOW ROOF LOADING: RAFTERS BUILT UP ROOFING 2.2 PSF 1/2" PLYWOOD 1.5 RAFTERS 1.9 CEILING FINISH 2.3 INSULATION 0.5 ELECT HVAC 0.5 SPRINKLERS 1 0 MISC 1 1 DEAD LOAD 11 0 PSF LIVE LOAD 2+3 0 PSF TOTAL LOAD 3t0 PSF SNOW LOADING. 25 PSF WALL LOADING. CONCRETE 75 0 PSF GWB GWB 8.0 PSF W B. CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DOIoN-sy 77 4 1 4 t r- 0--7 4 `VC 7.-. fi ze 54 7Jf 6 /9-is 7 /6 rfl 10B NO. -SHEET -3 DATE It 1 4 41C fi /23') 4 5 ,54, re7 r 7 t. TP MULTI -SPAN TIMBER BEAM DESIGN ROOF FRAMING B1 GENERAL DATA 1 All Spans Simple Support YES Spans Length ft 37.00 End Fixity Pin:Pin Beam Width in 8.750 Beam Depth in 21.00 CALCULATED VALUES -OK Ft- Modified AIIow psi 2337.6 fb Actual. psi 2145.7 F'v- Modified AIIow psi 189.8 fv (actual) 1.5 psi 92.0 Moment Left k -in 0.0 Moment Right k -in 0.0 Max. Mom. Mid -Span k -in 1380.0 X -Dist ft 18.50 Shears: Left k 12.43 Right k 12.43 Reaction Left DL k 5.03 LL. k 7 40 Total k 12.43 Reaction Right DL k 5.03 LL k 7 40 Total k 12.43 Max. Deft. Mid Span in 2.331 X -Dist ft 18.50 DESIGN DATA Le: Unsupported Length ft 0.00 Fb:Basic Allowable psi 2400.0 Fv:Basic Allowable psi 165.0 Elastic Modulus ksi 1800 Load Duration Factor 1 15 APPLIED LOADS Use Live Load on This. Span Yes Uniform. DL pif 272.0 LL plf 400.0 QUERY VALUES Location ft 0.00 Shear U 12.43 Moment k•in 0.00 Deflection in 0.000 CLAUSEN STRUCTURAL ENGRS 1727 64TH STREET EMERYVILLE, CA 94608 WBL. NO. 23286 KLALLAM TRIBE BY PKT Date: 01115109 Page: 4 V4 4D (c) 1983.96 ENERCALC W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 W B CLAUSEN STRUCTURAL.ENGINEER PROJECT CLIENT DESIGN BY 6-€) ACTe_ 7, etQ A 5 2. C/0 hi 4 Z 'Yyj )0C etT-157 eh P-44. 411Z--'1-4 //1-5 JOB NO. v 6 SHEET 'ATE s erg 4Y A..' j, *3 O'r edg".5"6. Total Column Ht Axial Load .Eccentricity Transverse Moment Eccentric Side Load .Eccentricity .Distance above Base WB LINE 4.5 COLUMNS Actual Axial Stress Allowable Actual Bending Stress Allowable Stress Interaction Value TIMBER COLUMN DESIGN Design Data Column Depth Column Width Equivalent Load Mid Height-- Side Load Moment Max. Design Moment V4.40 (c) 1983 -96 ENERCALC 5.50 in 5:50 in 14.00 ft CLAUSEN STRUCTURAL ENGRS 1727 64TH STREET EMERYVILLE, CA 94608 Allowable Stresses Fc: Parallel to Grain Fb: Bending Load Duration Factor Elastic Modulus Le for X X Axis Axial Loads Le for Y Y Axis Axiaf Loads Le for X X Bending Applied Loads Dead Live 5030.0 1 0.0 0.00 in (along 'depth axis) 0 in 0 in 0# 1 0# 0.00 in 0.00 in 0.00 ft 0.00 ft Calculated Moment 0# 0# 0 in 0 in D in 0 in Design Summary DL LL DL +ALL +ST 166:3 psi 410:9 psi 443.7 psi 454.9 psi 0.0 psi 0.0 psi 1374.0 psi 1580.1 psi 0.375 -OK 0.903 -OK 1000 psi 1200 psi 1 15 1600000 psi 14.00 h 0.00 ft 14.00 ft Short Term 7400.0 0 in 0# 0.00 in 0.00 in 0# 0 in 0 in 0L +ST 410.9 psi 454.9 psi 0.0 psi 1580.1 psi 0.903 -OK vLA., NO. 23286 KLALLAM TRIBE BY PKT Date: 01108109 Page: 69 W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 W B. CLAUSEN PROJECT CLIENT DESIGN PORT ANGELES REMODEL KLALLAM TRIBE PKT LATERAL LOADING. SEISMIC DESIGN EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7 -05 OCCUPANCY CATEGORY IMPORTANCE FACTOR I SOIL SITE CLASS SITE COORDINATES S S, Fa Fv Sacs S,,, SDI SEISMIC DESIGN CATEGORY R Sdo Cd C, x h. h T T T T Spectral Response Acceleration For T <T <T Sa Cs Sa (R I) Cs Cs Fa x S FvxS, 2 3 xSMs 2/3 x Sh,l C, h.' 0.2(SDI/Sos) SDI /SDs S T (R I) 0.5S, /(R /I) V CsW./ 1 4 BUILDING SYSTEM (TABLE 12.2 1) STRUCTURAL ENGINEERS, INC. 11I 1.25 D 1 119 0 468 1.05 1.53 1 177 0 717 0.785 0.478 D D 0 02 0 75 16' 8 0 16 secs 0 12 secs 0.61 secs 16 secs. SDS Table 1 1 Table 11.5 -1 Table 20.3 -1 0 18W ASD Base Shear 48.117 Lat. 123 428 Long. MCE Short Period Response MCE 1 Second Period Response Table 11 4 -1 Table 11 4 -2 Design Response Design Response Table 11.6 -1 Table 11.6 -2 Concrete Bearing Shear Walls 4 Response Modification Factor 2.5 Seismic Overstrength Factor 4 Deflection Amplification Factor 0.245 GOVERNS 0 93 Max for T T 0.073 Min. where S, 0.6g Shearwalls Building Height Building Period (Table 12.8 -2) Short Period Transition Long Period Transition (Figure 22 15) 0 785 JOB NO DATE SHEET REV 23286 1JANO9 1.. I W B. CLAUSEN STRUCTURAL ENGINEERS, INC. PROJECT PORT ANGELES REMODEL CLIENT ELALLAM TRIBE DESIGN PET WIND DESIGN METHOD 2 ANALYTICAL PROCEDURE PER ASCE 7 -05 DIRECTIONALITY FACTOR Kd 0.85 Table 6 -4 OCCUPANCY CATEGORY 111 Table 1 1 IMPORTANCE FACTOR. I 1 15 Table 6 -1 EXPOSURE CATEGORY C 6.5.6 BASIC WIND SPEED 100 MPH Fig. 6 -1 VELOCITY PRESSURE COEF Kz h CASE 2a Table 6 -3 0 -25 0.94 TOPOGRAPHIC FACTOR Kzt 1 0 6.5 7 and Fig. 6-4 GUST EFFECT FACTOR G T C, h 0 16 MAX Building Period (Table 12.8 -2) FREQ 1/T 6.25 Hz 1.0 Rigid Structure G 0.85 MAIN BUILDING ENCLOSURE CLASSIFICATION ENCLOSED 6.5.9 VELOCITY PRESSURE qz 0.00256K 6.5 10 23.5 PSF AT h= 25` qh qz (max) 24 PSF INTERNAL PRESSURE GCpi 0 18 Fig. 6 -5 qhGCpi 4.3 PSF EXTERNAL PRESSURES Fig. 6 -6 ALL HEIGHTS qhGCp 23.5 x 0.85 x Cp 20Cp ASSUME L/B 1.0 (Conservative) WINDWARD WALL Cp 0.8 qzGCp 16 PSF LEEWARD WALL Cp -0.5 qhGCp 10 PSF SIDEWALLS Cp -0 7 qhGCp 14 PSF ROOF 0 0 DEGREES h/L. 1.0 (Conservative) JOB NO 23286 DATE 1JANO9 SHEET L 2. REV NORMAL PARALLEL Cp 1.3 -0 18 qhGCp 26, 4.3 PSF WINDWARD TO RIDGE LEEWARD DESIGN WIND LOADS qh(GCp GCpi) LOW RISE BUILDING 6.5 12.2.2 Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1 0 Fv 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 0 2 1 119 (Ss, Site Class B) 1 0 0 468 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Spectral Response Accelerations SMs and SM1 SMs Fa x Ss and SM1 Fv x S1 Site Class D Fa 1 052 ,Fv 1 532 Period Sa (sec) (g) 0 2 1 177 (SMs, Site Class D) 1 0 0 71i (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Design Spectral Response Accelerations SDs and SD1 SDs 2/3 x SMs and SD1 2/3 x SM1 Site Class D Fa 1 052 Fv 1 532 Period Sa L 3 W B. CLAUSEN STRUCTURAL. ENGINEER PROJECT CLIENT DESIGN BY ‘,0 '5 e',,,V<;e2 j L/p CAV 0 V(/ 4 /74 y (7. a.. 2 7:-2// L;1 g 7, 2. (fir-) 4 e 0 A 4r Z 6P- Att 44,,4 C/N 6 5 ig (q) 3/r &s. 70c- .JOWNO. SHEET FIATE (-7 7 2: A) 3 j [(1- Z.A )4 a 4 /30 cAe 5,=Acd g) fe:x/c; 2 s- 2:57.ed L4- W B CLAUSEN STRUCTURAL ENGINEER PROJECT JOB NO. 2 CLIENT SHEET DESIGN BY DATE /pin BASE. 4 4!Cf)`a- SE /5 nA rG Ob b/' ��'V W o &x /¢x f /14X b X 2 x 75 571 V 25/ 47 g f 101, 4,,=_ i f4x /o 0406E Vw//4zs 2 9 E6+J4a s b0; fig 1 /.S) (1_r3P+/ f)J VA /11 Xx i zzK/2 Vr /jiS x 4 7 V e 4 7- 2 g (2' cF1 -tii i r c V /i t ftl G 0 RUYJ rt c.. dA r y� 4 c t 'g 1 9 3 6 c14 W 8. CLAUSEN STRUCTURAL ENGINEER PROJECT 108 NO. -2;2 6 4 4 CLIENT SHEET L. ce DESIGN BY DATF //i /0 N $l1C f,-4 /A- t 'D' ('4., J L A es 64' 4,-,G ,1---e 4 G 1 4 6 ZiS 3 6' W d .)0,-.57 w 4t:- 34, 19 it- 5 (L. 41 el,-4-6-1 A I 7) E R s- /0)</8.;.t/811-17x/ d f/s A/o J rr Li( /...1 t Cg Loit-os y 4 b 6 S is 5g n1° 4 x 84.1 3a.49 W B. CLAUSEN STRUCTURAL ENGINEER PROJECT JOB NO. 2 3 Z 8 60 CLIENT SHEET L DESIGN BY DATE -JP" 73/4 HM c ,L a 0 3 I14.14 7- 4 4 1.4.0 1344-e! lag Ar A /4 68 j, /3, SO p 6 /So PL' V' g �wti 0/1-r-4( IT 2 1 Ae �CI a ..rt LJi J aA -V2., L LS-44: o LtA,E r W Vit +/Z Vol 88x /(3)=.- gz f 33- //5/. L 5' Permit -Additional desc Perifilt. pin number Permit Fee Issue Date __Expiration Application Number _Application pin number Property Address ASSESSOR PARCEL.NUMBER Application- type description Subdivision Name Property Use Property Zoning Application Valuation Application desc 6 circuits for bathroom Owner SERENft:YMOUSE 0F CLALLAWEO' POE BOX 4047 PORT ANGELES _WA 98362. Qty Unit Charge Per 1 00 :57 5000 ECH 5 00 2 0000 ECH Fee summary Charged Permit Fee Total 67 50 'CliOk Total Grand Total 67 50 Gate INSPECTION TYPE SERVICE ROUGH IN DITCH FINAL COMMENTS ELECTRICAL 158857 67 50 12/29/09 6/27/10 _ELLBRANCH CIRCUIT WO/FEEDER EL-ECH ADDNT BRANCH CIRCUIT •-.Signathreofowner or-Electrical Contractor X ELECTRICAL PERMIT CITY-OF-PORT ANGELES 360-417-4735 09 00001359 806 516 E 1ST ST 06 30 00 5 1 2725 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor ELECTRIC. SERVICE 82 DRAPER RD PORT ANGELES (36.0) 452 '6424 ALTER COMMERCIAL Paid Credited 67 50___ 00 67 50 DATE Plan Check Fee Valuation 0.0_- 00 00 RESULTS Date 12/29/09 Due WA 98362 00. 00 00 00 0 Extension 57 5Q 10 00 Date INSPECTOR. FEB 16 -2006 09 15A FROM ELECTRIC SERVICE 4526424 RE EI W DEC 28 'f ELECTRIC 1L; INSPECTIO itS City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax: (360) 417.4711 Date: 1. �J 1_x.2 Single Family Dwelling "Wulti- Family or Commercial' Commercial Addition Alteration Remodel Repair' Plan Review May Be Required Please Complete Electrical Plan Review Informal' Job Address: SIG 1 s r Building Square Footage: 3 e e Description of above g A -�"1 -1 12.01 M. Owner Information r� Name: }Q v Lh t L4 444) t✓ Mailing ress: S lL, E 1 c T City e P 4 State: I-4- Zip: car 7 C 1 Phone: Fax: License Exp. Unit Charoe 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 3116.25 $131.25 75,00 69.00 1 75.00 50.00 50.00 93.75 80.00 8625 27.50 57.50 86.25 43.75 Signature of owner electrical contractor or electrical administrator CQir feet li D Contract(.: 1 rmati n Name: cr o_t L.. ta_ ..0 Mailino ss: 6 Z. 0 r^•• c.A. g& City V f 1 State: Zip: f P Phone:_l. fiefs -r Fax: 4 L -Ly) License t jp. tom +-C.L-6-r_ t OP i t 131 O• Casl C Cre Each Swimmir )1 or Hot Tub Thermostat $Tit rt) Total Total (Qtv Multiplied by Unit c. r aj ServicelFeedee' �►mp. ServicelFeeder 1 400 Amp. Service/Feeder .1 300 Amp. Service&FPederl:_; 1000 Amp Service/Feederj t 1000 Amp. Branch Circuit', rvice Feeder S7 fo Branch Circuit': iervice Feeder i 0.0" Each Addraona ..ch Circuit Temp. Serum: er 200 Arnp. Temp. Service!, er 201 -400 Amp. Temp. Service ;ter 401-600 Amp, Temp. Service: �r „icier 601 -1000 Amp. Portal td Poriai Sign /Outline Li Signal Circuit/ t r 41 Energy Commercial Signal Circuit/ 1' :'t XI Energy 1 2 Family Dwelling Signal Circuit/.! 1)d Energy Multi Family Dwelling Manufactured i P t p Connection Renewable EI :11 Energy SKVA System or Less First 1300 Sqc I t. Each Addilionr t i_ Square Ft. or Portion of Each Outbuild: l Detached Garage Owner as defined by RCW 19.28.261: (1) Owner will occupy tho structure for two years afte, s rrectrical permit is finalized. (2) Owner is required fo hire an eloctrical contractor if above said property is for sale, rent or lease. TO 4174711 After reading the above statement, I hereby certify that I am the owner of the above named rty or a licensed electrical contractor 1 am making the electrical installation or alteration in compliance with the electrical Taws, N.E.C. RCW Chapter 19 28 Chapter 296.469, The City of Port Angeles. Municipal Code. and Utility Specifications. P 1.` W vl TRANSMITTAL TO. Jim Lierly City of Port Angeles PO Box 1150 Port Angeles, WA 98362 DATE. December 29, 2009 PROJECT Elwha Klallam Heritage Center Job 2007 -0004 Quantity Identification 1 1 set Structural calculations dated 1Jan09 REMARKS. For your review CC• File michael @gentryarchitecture.com carol @gentryarchitecture.com. www gentryarchitecture.com A PROFESSIONAL LIMITED LIABILITY COMPANY Phone: (360) 417 -4816 Fax: (360) 417 -4711 RECEIVED DEC 2 9 2009 CITY OF PORT ANGELES BUILDING DIVISION We are Transmitting: Herewith Under Separate Cover ISSUED FOR. Bid Construction Approval Estimate n Record Review VIA. Mail Courier Overmght Fax By Hand Sent by•T Gerry GENTRY ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115 E. RAILROAD AVE. SUITE 308 PORT ANGELES, WA 98362 O 360 457 7550 F 360 457.2929 Description 1 Stamped signed tOIMHOefOrdasn§ i Waiiii*Ktiaagaifraei k dsglambing plan Pa From James Lieriy To Jeff Young Date. 09/25/2009 8 25 AM Subject: Fwd Re Elwha heritage center kitchen plumbing plan Jeff I am pleased with the result. It will handle the load properly and meet the intent of the code. It is important to maintain this device m the future and awareness of the issues that arise should be made known to the occupants. Jim Lieriy Building Inspector City of Port Angeles 360 417 -4816 jlierly @cityofpa.us Jeff Young 9/25/2009 7 23 AM What do you think Jim? Do you want to respond to Eric? thx jell 'Eric at Olympic Restaurant Equipment Inc. eric5olvmoicrestauranteouioment .com> 09/24/2009 10 PM Gentlemen, After reviewing the specs and calculations on the grease interceptor on the Elwha Heritage Center project, I see Mr Youngs point and have changed the specification of the grease interceptor The unit I initially specified is rated at 35 GPM/ 70Ibs of grease capacity The requirement according to my new calculations with the addition of the pre -rinse sink on the dirty side dish table calls for a flow rate of 45 GPM. We get this calculation by adding the cubic inches of all of the sinks to be discharging into the interceptor 1 three compartment sink 3x16 "x20 "x12' 1 Pre rinse sink 20' x20' x6' 13920 cu inches total We divide total cubic inches by 231 which gives us GPM 60.29 Adjusted•for dispiacment x 75 gives us 45.20 GPM This of course is based on a maximum flow and although I am quite sure a 35 GPM unit will more than handle the job for this particular application I am now changing the spec to Dormont Model WD -50L which is a 50 GPM unit with a 100lb grease capacity to meet the citys requirments. I will forward a spec sheet for the new model to everyone involved tomorrow morning as I am having trouble accessing the manufacturers spec sheets on line for some reason this evening. Mr Young, Would you be so kind as to please review the specifications provided and confirm via e mail that this new model with a 50 GPm flow rate and 100 lb grease capacity will meet the city's requirments for a grease interceptor at this location. Thank you very much! My best regards, Eric Schwartz Olympic Restaurant Equipment Inc. 51 Dryke Road Sequim, Washington 98382 Phone: 360 -582 1050 Fax: 360-683-3455 Web. htto://www.olvmoicrestauranteauioment.com Olympic Restaurant Equipment Inc. National buying power/ Local expertise! Original Message From: 'Eric at Olympic Restaurant Equipment Inc. <eric ownert&olvoen.com> To: 'Michael Gentry' michael eoentrvarchitecture.com> 'Kers Clausen' <clausen(clausenenoineers.com> Cc: <anneolvmnicrestauranteouioment .com> Sent: Thursday September 24, 2009 11.55 AM Subject: Re: Elwha heritage center kitchen plumbing plan e ye- http. /www valpak.com/coupons /query ?geo 98362 &x= 47 &y =12 09/24/2009 WiktAnotrpgtganW Mike Original Message- From Jeff Young fmailto.Jvounoecitvofoa.usl. Sent: Friday September 11, 2009 1.30 PM To Roger Clausen, Michael Gentry Cc: James Lierly Subject: Elwha heritage center kitchen plumbing plan Hi Roger and Michael, in reviewing the permit for the kitchen the sizing of the Grease interceptor appears too small. How are you determining the size /capacity and how many fixtures are discharging to it? thx jell Jeff Young Supt. WWTP City of Port Angeles 321 East Fifth st. P.O.Box 1150 Port Angeles, WA 98362 -0217 Voice: 360 417 -4845 FAX. 360-417-4841 E -mail. ivounaCalcitvofoa.us {�lQk�ibing plan http. /www valpak.com/coupons /query ?geo 98362 &x= 47 &y =12 09/24/2009 B Clausen SPruciUTM Engineers, [Inc WB C Memorandum L16 To Jim Lierly Email jlierly @cityofpa us Port Angeles Building Department cc• Warren Stevens Email warren.stevens @elwha nsn us cc Mike Gentry Email michael @gentryarchitecture com From Kers Clausen Date December 23 2009 Project Elwha Klallam Heritage Center Job No 24212 RE 401 E First Street We wish to provide additional information requested To supplement the Kitchen Drawings previously submitted we offer the following Clausen drawing K 10 showing structural work in the kitchen ceiling and roof areas. Structural calculations for the modified ceiling in the kitchen Fire suppression submittals prepared by Olympic Restaurant Equipment. We wish to replace the roof between the buildings on the site with the roof shown on enclosed Gentry drawing A8 0 You have asked for updated structural drawings two copies are enclosed The following deferred items are shown on the revised title sheet: Artwork LPG gas tank Signage Please advise if additional information is needed We hope this response meets your approval W1242001242121L016.wpd Page 1 of 2 115 Railroad Ave Suite 308 Port Angeles •Washington 98362 (360)452 3223 (360) 457 2929 fax Ouotation For: Olympic Restaurant Equipment 51 Dryke Road Regarding the fire suppression system for commercial cooking operations of the project known as Elwah Herita'e Center.Port Angeles. Peninsula Fire Inc. proposes to provide an Amerex KP Fire Suppression System. Details regarding the hazards to be protected, scope of work, and pncmg are as follows: HAZARDS TO BE PROTECTED: Qty Device Type 2 Hood Plenum 2 Rectangular Duct 1 Range 2 Deep Fat Fryer Split Vat 1 Custom Appliance 1 Griddle Flat Cooking Su 1 Gas Valve FP Nozzle(s) 2.0 11982 4 0 16416 3 0 11984 4 0 13729 1 0 11982 1 0 11982 00 Attn: Erik Schwartz Phone: 360582 1050 Fax. 360683 -3455 Device Specifications Quote No: 06037 Revision. 03 17 PM 10/28/2009 Quoted by- Ray (All dimensions are inches) Width 48.00 Length 96 00 Penetrat 6 00 Detectio 100 Width 10 00 Depth 22.00 Style 1 00 Burners 6 00 Max Ce 18 00 Clearan 40 00 Back Sh 0 00 Width 16 00 Depth 6 00 Drip boa 2.00 Clearan 40 00 Width 30 00 Depth 30 00 Height 40 00 Width 24 00 Depth 24 00 Nozzle T 2 00 Clearan 40 00 Type 1 00 Size 3 00 Continued on Page 2 Page 1 of 3 FOR USE WITH AMEREX ACE PROGRAM Comments 1 i f -7/r. I PROJECT 7 7 1 4 4 A 1 k i l e f t ./)P A 1= 1 7c e f.)citick- PREPARED BY r"). <c( r s. kLf 1,c6j) DATE ri QUOTE NO rt,t: JOB NO tl,‘. ••44i•- 3 t y I `If 4. 4 9 Nt" i 1:7-Vt 4 .--H ..1 1 q Q FRO; '1* 4 1 t 1. •-p• System Description as appropriate qty size x size qty size x size 1 Duct •.;2 /k" x ..,2). 7 Appliance 2 Plenum ..,-.4 -A 9Z, 8 Appliance 3 Appliance 9 Gas Valve 3 ,1/ .4' 4 Appliance 6 i K.V 17.1,■- Oi'Ve- 10 Retrofit Kit 5 Appliance ,?r,-/ ...1 11 Agent Cyl 6',. .).'S (1.--zlitl■ i 6 Appliance ?rle; 12 Misc Pg. of SECTION 1 GENERAL INFORMATION MANUAL P/N 12385 REV. A AMEREX KP RESTAU RANT FIRE SUPPRESSION SYSTEM Tested and Listed by Underwriters Laboratories, Inc. to UL Standard 300 EX 4658 Tested and Listed by Underwriters Laboratories of Canada to ULC /ORD 1254.6 -1995 October 2003 ADollance Deep Fat Fryer without Drip Pan Deep Fat Fryer with Drip Pan Deep Fat Fryer with Drip Pan Low Proximity Range Single Burner Range Two Burner Range Two Burner Range Four Burner Wok Griddle Griddle Griddle 'Upright Broiler Charbroiler (Lava Rock) Charbroiler (Gas Radiant Electric Radiant) Natural Mesquite Charcoal Charbroiler Mesquite Chips Chunks Charbroiler Mesquite Log Charbroiler I Single BankN -Bank Rectangular Circular Rectangular Circular Rectangular Circular Plenum Duct AMEREX KP RESTAURANT SYSTEM NOZZLE APPLICATION CHART Nozzle P/N 13729 13729 2 11982 11984 11982 11982 14178 11982 11982 13729 14178 2 11984 11983 11982 11983 11983 11983 Nozzle P/N 11982 Nozzle P/N 16416 16416 2 11983 2 11983 3 -11983 3 -11983 Flow Points 2 2 2 1 /2 1 1 2 1 1 2 2 1 1 1 /2 1 1 1 /2 1 1 /2 1 1 /2 Flow Points 1 Flow Points 1 1 3 3 4'/ 4 1 /2 Width 19'/ in. 19'/ in. 19 in. 18 in. 14 in 12 in 24 in. 14 -24 dia. 30 in. 30 in 30 in 30 in. 24 in 24 in 24 in. 24 in 24 in Width 4 ft. Max. Perimeter 50 in 100 in. 150 in Length 19 in. 25 3/8 in. 25 3/8 in 18 in 28 in. 24 in. 24 in 4 -7 depth 36 in. 42 in. 48 in. 28 1/2 in. 24 in. 24 in 28 1 /2 in. 28 in. 28 in. Min Max. Height Height 36 in. 48 in. 36 in 48 in. 17%2 in 36 in. 20 in. 42 in 44 in. 48 in 36 in. 50 in. 18 in 50 in 40 in. 50 in. 30 in. 48 in. 38 in. 50 in. 15 in. 50 in. 18 in 18 in. 16 in 16 in. 19 in Length 10 ft. Diameter Length 1 Unlimited 16 in. Unlimited Unlimited 32 in Unlimited Unlimited 48 in. I Unlimited Protection is not limited to the items listed on this chart. Modulizing larger appliances is an acceptable practice. See your Amerex KP Manual for additional information. 44 in. 48 in. 42 in 48 in 44 in Max. Diagonal 188 in 37.2 in 55 9 in October 2003 DUCT PROTECTION LIMITATIONS TWO NOZZLES (2 x P/N 16416) Two Amerex duct nozzles (P /N 16416) will protect ducts with a perimeter of 5 inches to 82 inches (129 5 208.3 cm) or a maximum diameter of 26 inches (66 cm) To correctly position the nozzles a rectangular duct should be divided along its longest side into four equal distances. A circular duct sh )uld be divided along a centerline into four equal distances. A nozzle sh 3uld be placed at one quarter of the duct's width (or diameter) with both nozzles on the centerline paced 2 -8 inches (5.08 20.3 cm) into the duct opening and aimed at the center of the cross section of the duct. Each nozzle has one flow point. NOTE. In no case can the diagonal dimension of each module exceed 18 8 inches (46 cm) DUCT PROTECTION LIMITATIONS 100 IN PERIMETER TWO —1'/2 FLOW POINT NOZZLES (P /N 11983) Th 3 Amerex solid fuel appliance /duct nozzle (P /N 11983) is listed to protect a restaurant cooking exhaust duct of unlimited length and up to 100 perimeter inches (254 cm) or 32 inch diameter (81.2 cm) using two nozzles. The nozzles total three flow points and to prc perly position the nozzles, a rectangular duct should be divided along its longest side into four equal distances. A circular duct should be divided along its center line into four equal distances. The no.ales are to be placed at one quarter and three quarters position of :he duct width (or diameter) with both nozzles on the center line, placed 2 8 inches (5 08 20.3 cm) into the duct opening and aimed straight up in a vertically run duct. NCTE. In no case can the diagonal dimension of the duct exceed 37.2 inches (94 4 cm) without adding additional duct nozzles NOTE. The use of one duct nozzle P/N 11983 is permitted for duct 50 perimeter inches or Tess in the same manner as duct nozzle 16416 Section 3 Design Page 3 =2 Amerex KP Wet Chemical System (EX 4658) 1/4 1/2 1/4 December 2008 NOTE. An Amerex KP ZD Kitchen Fire Suppression System have the same listed criteria for the protection of the Duct and Plenum. PLENUM PROTECTION LIMITATIONS SINGLE FLOW POINT NOZZLE (P /N 11982) The Amerex Appliance Plenum Nozzle (P /N 11982) is capable of protecting plenums up to 10 feet (3 048m) long with either a single inclined filter bank or a 'V' bank filter arrangement. The filter height cannot exceed 24 inches (60 96 cm). Each plenum nozzle uses one flow point. The nozzle must be positioned 4 inches (10 16) maximum from the end wall of the hood aimed horizontally and positioned down 1/3 the vertical filter height from the top of the filter The width of a 'V' bank filter arrangement is limited to a maximum of 48' (122 cm) SINGLE BANK PROTECTION CENTERED BETWEEN TOP OF FILTER AND SIDE WALL OF HOOD OF THE VERTICAL r HEIGHT DOWN FROM THE TOP OF FILTER i L L I VERTICAL HEIGHT PLENUM PROTECTION MULTIPLE NOZZLES Plenums exceeding 10 feet (3 048 m) in length may be protected by using multiple plenum nozzles. Each nozzle must be protecting an area of no more than 10 feet in length Nozzles may be positioned facing each other or facing the same direction as long as the entire plenum area is being covered Nozzles may not face in opposite directions from a common tee. Section 3 Design Amerex Restaurant Fire Suppression System PLENUM PROTECTION 1/3 VERTICAL HEIGHT DOWN FROM THE TOP OF THE FILTER CENTERED IN THE "V" BANK 48 IN. (122 cm) MAX. No -Col Page 3 -5 (EX 4658) VERTICAL HEIGHT 10 FT (3.05m) NOZZLE TO BE LOCATED 0 -4" FROM THE END WALL CENTERED IN THE "V" BANK December 2008 RANGE PROTECTION TWO HALF FLOW POINT NOZZLE (P /N 11984) The Amerex appliance nozzle (P /N 11984) has one -half flow point value and when used as a pair as illustrated below will protect a range surface area of 12' x 36' (31 x 92 cm). The nozzle must be located 20 30' (50.8 76.2 cm) above the range surface on the burner centerline 2 inches (5 cm) outboard of the burner and aimed at the center of the hazard area. The nozzles are to be at the same height and on opposite sides of the range hazard area. iE- RANGE PLUS BACK -SHELF PROTECTION OVERHEAD APPLIANCE NOZZLE (P /N 11982) The Amerex appliance nozzle (P /N 11982) has a one flow point value and will protect a range burner area of 12' x 24 (31 X 61 cm) from an overhead position. The back shelf must be at least 20' high (51 cm) and must not cover more than 11 (28 cm) of the back burners. The nozzle must be located 40 47' (102 119 cm) above the range surface on the burner centerline 4 -6 inches (10 15 cm) forward of the center of the two burners and aimed at the center of the hazard area. Note: Maximum minimum heights must be measured from the tip of nozzle to the surface of the appliance. Section 3 KP Design Page 3 11' Amerex Restaurant Fire Suppression System (EX 4658) Note Maximum minimum heights must be measured from the tip of nozzle to the surface of the appliance —SHELF I EDGE I December 2008 FOUR (4) BURNER RANGE PROTECTION TWO (2) FLOW POINT NOZZLE (P /N 14178) The Amerex 4 burner range nozzle (P /N 14178) has two (2) flow points and will protect a range surface area of 24 x 24 (61 x 61 cm) The center to center distance between burners must not exceed 12 inches The nozzle must be located 18 50' (46 127 cm) above the range surface and centered between the burners The nozzle is aimed straight down at the center of the appliance NOTE. Maximum and minimum heights must be measured from the tip of nozzle to the surface of the appliance RANGE PROTECTION MULTIPLE NOZZLES (P /N 14178) For ranges that have a surface area exceeding the capabilities of a single nozzle, multiple nozzles must be used provided that the surface area of the range is divided into equally sized modules Each module must be equal to or Tess than 24 x 24 (61 x 61 cm) NOTE. When using this nozzle to protect a two (2) burner range the aiming point is where an 8.50' radius from the center of each burner crosses one another WOK PROTECTION SINGLE FLOW POINT NOZZLE (P /N 11982) The Amerex appliance plenum nozzle (P /N 11982) has one flow point and will protect a wok with dimensions between a minimum diameter of 14 (36 cm) and a maximum diameter of 24 (61 cm) inclusive. The wok must have a height dimension between a minimum of 4 (10 cm) and a maximum of 7' (18 cm) inclusive The nozzle must be centered over the center of the wok and located at a height between 40 (102 cm) and 50' (127 cm) from the bottom of the inside of the wok and aimed at the center of the wok. Section 3 KP Design Amerex Restaurant Fire Suppression System ir e Min Size i min. Aim Point 24' Page 3 -12 (EX 4658) Marc Size 7 O n x t I 40 max 1 October 2003 Section 3 Design Page 3— 6 Amerex KP Wet Chemical System (EX 4658) FRYER PROTECTION (FULL VAT) TWO FLOW POINT NOZZLE (P /N 13729) MAXIMUM AREA. 19 in. (50 cm) x 25 -3/8 in. (65 cm) including drainboard interface area 19 in. (50 cm) x 19 in. (48 cm) not including drainboard interface area The Amerex fryer nozzle (P /N 13729) uses two flow points and will protect a full vat fryer If the fryer does not include a drainboard the maximum fryer dimensions for single nozzle coverage are 19' x 19% (48 x 50 cm) and the maximum protected area is 2.53 ft (2350 cm If the fryer does contain a drainboard the maximum fryer dimensions for single nozzle coverage are 25- 3/8" x 19 (65 x 48 cm) and the maximum protected area is 344 ft (3195 cm However. the maximum hazard area must not exceed 19' x 19 (48 x 50 cm). The nozzle must be located along or anywhere within the protected area Nozzle heights must be within 36 to 48 inches (91 44 121.92 cm) above the appliance surface and aimed to the center of the hazard area of the appliance. LOW PROXIMITY APPLICATION FRYER PROTECTION (FULL VAT) TWO (2) SINGLE FLOW POINT NOZZLE (P /N 11982) MAXIMUM AREA. 19 in. (50 cm) X 25 3/8 in. (65 cm) (including 19 in. (50 cm) x 19 in. (48 cm) (not including A pair of Amerex single flow point nozzles (P /N 11982) will protect a full vat fryer The nozzles must be used in pairs located on the perimeter of the appliance, 1 /2 back from the inside edge of the appliance and within a zone extending 6" in both directions of the center of the hazard The nozzles are to be located 180° apart (directly across from one another) They are to be aimed at a point 3" below the top of the appliance and directly below the opposing nozzle If the fryer does not include a drainboard the maximum fryer dimensions are 19 x 19" (50 x 48 cm) and the maximum protected area is 2.53 ft (2530 cm If the fryer does contain a drainboard, the maximum fryer dimensions are 25 3/8' x 19 1 (65 x 50 cm) and the maximum protected area is 3 44 ft (3195 cm However the maximum hazard area must not exceed 19 '/2 x 19" (50 x 48 cm) The nozzles height must be within 17 to 36' (45 92 cm) above the appliance surface. Al ING POINT G� VAT E8Y1 R WITH DRAINROARQ Note: Maximum minimum heights must be measured vertically from the tip of nozzle to the top of the appliance. 36" NOZZLE INC drainboard interface area) drainboard interface area) FULL VAT FRYER WITH DRAINBOARD I n y 19W 36 25 -3/8" i MAX. December 2008 Section 3 KP Design Page 3 —15 Amerex Restaurant Fire Suppression System (EX 4658) GRIDDLE PROTECTION LARGE TWO (2) FLOW POINT NOZZLE (P/N 14178) The Amerex Range Nozzle (P /N 14178) has two (2) flow points and will protect a griddle surface of 48 inches wide (122 cm) x 30 inches deep (76 cm) The nozzle must be located along the perimeter of the appliance and within a vertical height range from 24 (61 cm) to 50' (127 cm) above the surface of the appliance The aiming point for the nozzle is the Point of Intersection" of a straight line from the nozzle location to the center of the appliance, where the line crosses the outer edge of an 11 inch square (28 cm sq centered over the center point of the griddle Note maximum minimum heights must be measured 11 Square Centered Perimeter of Griddle from the tip of nozzle to the on Griddle Center surface of the appliance. Point of Intersection AIM POINT Nozzle Location GRIDDLE PROTECTION LOW PROXIMITY TWO (2) FLOW POINT NOZZLE (P/N 14178) The Amerex Range Nozzle (P /N 14178) has two (2) flow points and will protect a griddle surface of 48 inches wide (122 cm) x 30 inches deep (76 cm) The nozzle must be located at any one of the four corners of the appliance and within a vertical height range from 15' (38 cm) to 24 (61 cm) above the surface of the appliance The aiming point for the nozzle is the "Point of Intersection of a straight line from the nozzle location to the center of the appliance, where the line crosses the outer edge of an 11 inch square (28 cm sq) centered over the center point of the griddle Square Centered Perimeter of Griddle Griddle Center 15' 24' It Point of Intersection 11 square centered on 1 AIM POINT module center Nozzle Location 48" max. 50' 11 square centered on griddle's center I 24" max. 30'ma�x.� I I i �l--- 15" min. J I_' 8 11'Square Centered on Griddle Center Note. Maximunj minimum heights must be measured from the tip of nozzl@ 4? the /surface of the appliance. 1 1 CJ I October 2003 JOB LINKS Four temperature ratings of the Job Links are available They are constructed of two metal struts held intension by a small, glass bulb that ruptures at the appropriate temperature rating The detector bracket (P /N 12508) will support either the Globe Type K fusible links or the Job links, and the same detector limitations apply for both types of detector Response Max. Ambient Part No. Type Link Rating Temperature 16226 1 Quick 1 286 °F 1 141°C I 225 °F I 107 °C 16227 I Quick 1 360 °F 1 182 °C 1 300 °F I 149 °C 16445 1 Quick 1 450 °F 1 232 °C 375°F I 191°C 16446 1 Quick I 500 °F 260°C 1 425 °F 218°C FUSIBLE LINKS Four temperature ratings of fusible links are available. They are of the electric solder type link which will melt at a predetermined temperature allowing the two halves of the link to separate CONDUIT OFFSET (P /N 12507) Globe Type "K' Load Limit: Maximum Load 50 lbs. (22.68 Kg) Minimum Load 3 lbs 1.37 Kg) The conduit offset is used to allow a smooth transition for cable runs into or out of the mechanical release module without using pulley elbows. It may be used with the detection network, manual pull stations or mechanical gas valve actuation network. The use ofthis device does not reduce the maximum number ofcorner pulleys allowed in the system. THE CONDUIT OFFSET MAY ONLY BE ATTACHED TO THE ENCLOSURE OF EITHER THE MRM OR THE PRM Section 2 System Components Amerex KP Wet Chemical System Page 2 9 (EX 4658) Job Quick Response Link Load Limit: 1 to 55 lb EXPOSURE LIMIT Part Link Max. Ambient No Rating Temperature 12326 1 212°F 1 100°C 1 150 °F 1 66 °C 12327 1 280°F 138 °C 225°F 1 107 °C 12328 1 360 °F 182 °C 1 300 °F 149°C 12329 1 450 °F 1 232 °C 1 375 °F 1 191°C Temperature and year of manufacture are stamped on each link. 9 'Y." (24 13 cm) 3 4/5" (9.652 cm) October 2003 Section 2 System Components Page 2 —10 Amerex KP Wet Chemical System (EX 4658) MANUAL PULL STATION (P /N 11993) Every Amerex KP Restaurant System must use at least one manual pull station. This device provides a means of discharging the system manually Manual pull stations should be located in a PATH OF EGRESS and mounted at a height conforming with the local Authority Having Jurisdiction The manual pull station may be recessed or surface mounted see Installation Section 4 Page 11 for details MANUAL PULL STATION ADAPTER KIT (P /N 14193) (for use with manual pull station P/N 11993) When recessing the manual pull station the adapter kit compensates for the additional wall thickness and provides an oversized cover for the wall opening. MANUAL PULL STATIONS (OVERSIZED)(P /N 14320) This manual pull station may be either surface or recess mounted The oversized cover is large enough to cover the standard 4 octagonal sheetrock access hole and remain attractive and functional Manual pull stations should be located in the path of egress and mounted at a height conforming with the local Authority Having Jurisdiction `QUICK -SEAL ADAPTER (3/8' pipe P/N 12276) (1/2' pipe PIN 14204) This listed mechanical bulkhead fitting produces a liquid tight seal around distribution piping where the piping penetrates hoods or ducts. The quick -seal' adapter is available in 3/8' and 1/2' NPT `COMPRESSION SEAL ADAPTER (3/8' pipe P/N 12510) (1/2' pipe P/N 12512) 'QUICK -SEAL COMPRESSION FITTING (1/4 TUBING P/N 16502) 3Y8 (937Cm; i 0 I In Case' of 'ire C 54 (13.34 cm) E 1:7F PULL PIN 'F" THEN o PULL HANDLE 5/5 9 This listed mechanical bulkhead fitting produces a liquid tight seal around the detection tubing where the tubing penetrates the hoods. EMT CONDUIT The compression seal adapter is a 'listed mechanical bulkhead' fitting that produces a liquid tight seal around pipe or conduit when making penetrations in a hood or duct. Unlike the quick -seal adapter the compression seal adapter is not threaded to accept pipe and does not require conduit or pipe to be cut or threaded It is available in 3/8' and 1/2' sizes. LOCK WASHER NUT y r yr GASKET SEAL ADAPTER BODY LOCK WASHER GASKET SEAL NUT ADAPTER BODY (5 m) 14° (4 45 cm) r--9 COMPRESS 3 /8 PIPE October 2003 Section 2: System Components Page 2 —11 Amerex KP Wet Chemical System (EX 4658) MECHANICAL GAS VALVE All Amerex KP Restaurant Systems protecting gas -fired cooking appliances must use a gas shut -off valve listed for use with the system. Amerex mechanical gas valves are held open with a latching device. Upon sy'.tem discharge a piston in the MRM or PRM will pull on a cable connected to the latch in the gas valve relisasing the latch and allowing the spring to close the valve. These valves are considered to be "Normally Closed Held Open The valve bodies are made of brass and threaded with female NPT threads on both ends and are UL listed for natural gas and propane in 1 1 11/2 and 2" sizes. Part No. Size 3 A in. 12790 12791 12792 12793 12794 ELECTRIC GAS VALVES 10 5/16 in. 3 3 in. (26.194 cm) (9.525 cm) 11 9/16 in. 4 7/8 in. (29.369 cm) (12.383 cm) 12 in. 6 in. (31 75 cm) (15.24 cm) MAVUAL RESET RELAY (P /N 12526) Pressure 10 PSIG (69 kPa) Max. Electric gas valves operate on 110 VAC current which powers a solenoid holding the valve open age inst a spring Upon system discharge current to the solenoid is interrupted by a microswitch in the MRM or PRIM causing the valve to shut. A loss of electrical power will also cause an electrical gas valve to close. A manual reset relay must be used with electric gas valves. UL listed sizes are 1 11/4" 1 2" 21/2 3" DESCRIPTION: MANUAL RESET RELAY CONTACT CONFIGURATION: DOUBLE POLE, SINGLE THROW MINIMUM CONTACT RATING: MTR LOAD 8 AFL, 48 ALR, 120 VAC RES LOAD 8A, 120 VAC PILOT DUTY 120 VA, 120 VAC B A Part Size I Manufacturer No: J 12870 3 /4 12871 1 in. 12872 1 in. 12873 1 in. I ASCO 12874 2 in. 12875 2'/z in. 12876 3 in. Anytime an electrical gas valve is connected to an Amerex KP Restaurant System, a manual reset relay must be used After an electrical gas valve has closed (either because of system discharge or because of power failure) the valve cannot be opened without manually pressing the reset button on the manual reset relay This operation is io guard against a momentary loss of power closing the valve, extinguishing the pilot lights and allowing gas to escape when power is rest )red. The manual reset relay is UL listed and has a pilot lamp to indicate its status. October 2003 Section 2 System Components Amerex KP Wet Chemical System DETECTOR (P /N 12508) Each detector in the Amerex KP Restaurant System is comprised of three parts. The detector bracket, detector linkage and the fusible link (ordered separately) The bracket serves as support for the linkage and is attached to a rigid surface The linkage supports the fusible link and a continuous cable under tension. At a predetermined temperature the fusible link will separate relieving tension on the cable and actuating the system. 4 10" (25.4 cm) Page 2 8 (EX 4658) Fusible Zink not included with detector This manual will refer to series and terminal detectors There is no difference in part numbers or dimensions between series and terminal detectors A terminal detector is the last or only detector in the network and the cable must be 'terminated' there. A series detector is any detector located between the terminal detector and the mechanical release module in the detection network. Terminal End TEST LINKS (P /N 12891) Test links are available for conducting functional tests of the detection system. This device fits the detector in the same manner as the fusible link, is normally placed on the terminal detector and can be cut, simulating a fusible link separating under fire conditions CORNER PULLEY (P /N 12309) The Amerex KP Restaurant System uses a 'high temperature corner pulley to change direction of the cable by 90° This corner pulley may be used in environments with temperatures up to 700 °F (371°C) Mounting holes are provided for anchoring the corner pulley where allowed by local codes CORNER PULLEY (P /N 16444) The Amerex KP Restaurant System also uses a 'high temperature compression comer pulley to change direction of the cable by 90° (This compression corner pulley [Brooks Model CP5] allows complete assembly of conduit and corner pulleys prior to installing the cable PULLEY TEE (P /N 12506) A pulley tee is used to change the direction of two cables by 90° This device can be used with mechanical gas valves and manual pull stations but not fusible link detectors. It cannot be used where temperatures exceed the range of 32° 120 °F (0° 49 °C) P/N 12891 P/N 12309 13/64 dia Mounting Holes e I 00° P/N 12506 g'Dar CABLE (P /N 12553) Cable is used to run from the MRM or PRM, through conduit and corner pulleys to detectors, mechanical gas valves or manual pull stations. It is 1/16 inch diameter stainless steel (7 x 7 480# tensile strength) available in 500 foot (152 m) spools (P /N 12553) Lower Elwha Heritage Center Operational Statement Kitchen Kitchen that is located in the LEHC will be used primarily for training purposes and preparation of food for meetings or local events. The kitchen would be considered a moderate use kitchen. It is not anticipated that the kitchen will be utilized on a daily basis nor will we be preparing restaurant or deli style food for sale to the public A partial list of anticipated use includes the following: Food preparation classes for young adults Food preparation classes for teenage children Cultural food preparation Food preparation for fund raisers (bake sale, etc Food preparation for the annual Canoe Journey Food preparation for meetings POSSIBLE CLASSES we may offer at the center are Food Nutrition Education Program) Provides the expertise and training component for nutritional programming at the Center Participants participate m sessions to learn the rudiments of food purchase and preparation that combine their food preferences from their home countries with foods and products that are available locally Instruction includes food safety, understanding product labels and information, recipes and preparation, and food budgets. The program involves both youth and adult participants. Art of Cooking Course Description This course is designed to develop and increase skills in food preparation while applying nutntion principles and sanitation. Students choose recipes, plan and budget for cooking, prepare and cook their meal, and evaluate their success. This is a hands -on course for those interested in cooking and nutrition. Food prepared will be served to staff or meeting participants Cuisine Course Description This advanced course places emphasis on culinary skill improvement and provides a more challenging hands -on cooking experience for the students that love to cook. The course will take you on a journey of International Cuisine as we explore foods and customs from around the world. At LEKHC we take advantage of the many opportunities our beautiful setting affords to challenge students to get involved. We encourage students to revisit old interests and hobbies such as arts, cooking, reading, music, writing, and drama. We use our food preparation time to have students explore new recipes, food presentation and new foods, and teach healthy cooking habits P,REss :R 1 2n�7inaetinA Irr Mechanical Engineering Consultants December 22, 2009 Gentry.Ar :hitecture Collaborative 115 E.. Rail!road.Ave. .Suite 308 :Port Angeles, WA 98362 Attn. Mii.e Gentry Subject: E1wha Klallam Heritage Center Kitchen Grease Intercept�r Dear :Mike, 18,702TNorth Creek. Parkway Suite_213 Bothell, Washington:9801.1 (425), 485 -3002 (425) 485 -811.4 Fax tpressler@ presslereng: co m Pursuant to W l3' Clausen s memo PM6 -36 dated• December 21, 2009, it is okay-to have the .thre e, corn.partment sink 22' above the-finished floor to the .bottom ofthe bowls and the- gre ;ise inter.ceptor,above the floorwith the invert of•the grease. interceptor discharge pipe 16 above the floor The plumbing drainage fixture unit count. for the sink draining into the interceptor is 8 F.U. According to the Uniform Plumbing, Code the drain.line -size for this application is 3 Redircumg, the 4 grease interceptor discharge to 3 is fine;, meets code, and will actual.lyimprove-thie performance of•'the grease interceptor :Please see our additiortal.cdmnients clouded on,your.sketch, attached to. your memo PM6- 36 Plea6e call or e maiLme.with any questions. CC. Kers Clausen Sincerely Thomas E. Pressler Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Fire alarm Owner Elwha Klalam Heritage Center 401 East 1st Street PORT ANGELES WA 98362 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 09 00001281 097597 401 E 1ST ST 06 30 00 5 9 1940 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor ELECTRICAL ALTER COMMERCIAL EACH ADDITIONAL 1500 SQFT $5 0 157867 110 00 12/18/09 Valuation 6/16/10 COSCO FIRE PROTECTION INC 15000 WOODINVILLE /REDMOND RD N E SUITE B 800 WOODINVILLE (425) 827 9654 Plan Check Fee Qty Unit Charge Per BASE FEE 1 00 75 0000 ECH EL- LIMITED 1ST 1500 SQ FT Charged Paid Credited Permit Fee Total 110 00 110 00 00 Plan Check Total 00 00 00 Grand Total 110 00 110 00 00 INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS Signature of owner or Electrical Contractor X DATE RESULTS Date 12/18/09 WA 98072 Due 00 0 Extension 35 00 75 00 00 00 00 INSPECTOR. Date OA--) Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc FIRE ALARM SYSTEM (ONE ADDRESSABLE LOOP) Owner Contractor Fee summary /.2// ci CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5` Street, Port Angeles, WA 98362 09 00001278 Date 12/17/09 712780 401 E 1ST ST 06 30 00 5 9 1940 0000 ELWHA KLALLAM HERITAGE CT FIRE ALARM SYSTEM COMMERCIAL ARTERIAL 6200 LOWER ELWHA KLALLAM TRIBE COSCO FIRE PROTECTION INC ATTN DONNA LUCAS 15000 WOODINVILLE /REDMOND RD 2851 LOWER ELWHA ROAD N E SUITE B 800 PORT ANGELES WA 98363 WOODINVILLE WA 98072 (360) 452 8471 (425) 827 9654 Permit FIRE ALARM SYSTEM Additional desc INSTALL FIRE ALARM SYSTEM Permit pin number 157826 Permit Fee 150 00 Plan Check Fee 00 Issue Date 12/17/09 Valuation 0 Expiration Date 6/15/10 Qty Unit Charge Per Extension 1 00 100 0000 ECH FIRE INSPECTION TESTING 100 00 1 00 50 0000 ECH FIRE ALARM PLAN REVIEW 50 00 Special Notes and Comments A full acceptance test will be required for the fire alarm system Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Charged Paid Credited Due Permit Fee Total 150 00 150 00 00 00 Plan Check Total 00 00 00 00 Grand Total 150 00 150 00 00 00 6 6 o This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compiled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360 417 -4655 for fire inspections Please provide a minimum 24 -hour notice or conceal any work before inspected and accepted. Post permit in a conspicuous KEEP PERMIT CARD AND APPROVED PLANS AT Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD (n-8 -►6 KM) Date Passed Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated It is unlawful to cover, insulate location. JOB SITE Comments 2/15/00 psi psi G Cc 0 3 Clallam County Assessor Treasurer Property Details 81051 LOWER ELWHA KLA Page 1 of 3 Clallam County Assessor Treasurer Property Search Results 81051 LOWER ELWHA KLALLAM TRIBE for Year 2009 2010 Property Account Property ID: Geographic ID: 063000591940 Agent Code Type Real Tax Area: 0010 PA 121 PORT ST CNTY H2 L Land Use Code 64 Open Space N DFL N Historic Property' N Remodel Property' N Multi Family Redevelopment: N Location Address Mapsco Neighborhood Cycle 5 Comm Map ID Neighborhood CD 20953140 Owner Name LOWER ELWHA KLALLAM TRIBE Owner ID Mailing Address. 2851 LOWER ELWHA ROAD Ownership Exemptions Taxes and Assessments Due Values Market Value Productivity Loss 81051 Legal Description LOTS 10 -12 BL 19 LB STRATTON'S LOT 12 BL 19 NORMAN R SMITH PORT ANGELES WA 98363 -8409 Property Tax Information as of 12/10/2009 Amount Due if Paid on. Improvement Homesite Value $0 Improvement Non Homesite Value. $189 805 Land Homesite Value $0 Land Non Homesite Value $317,255 Curr Use (HS) $0 $0 Curr Use (NHS) $0 $0 $507 060 $0 Subtotal $507 060 Senior Appraised Value $0 Non Senior Appraised Value $507 060 Total Appraised Value $507 060 Senior Exemption Loss. $0 Exemption Loss $0 37886 100 0000000000% Base Amount Statement Taxing First Half Base Second Half Year ID Jurisdiction Due Base Due Penalty Interest Paid Due NOTE If you plan to submit payment on a future date make sure you enter the date and RECALCULATE to obtain the correct total amount due http i'vpn clan tact 8084 /propertyaucess /P ,.)c t spx ?eid =0 &yea: 20094 or_ id =8 12/10/2009 GENTRY ARCHITECTURE COLLABORATIVE TRANSMITTAL TO• Jim Lierly City of Port Angeles PO Box 1150 Port Angeles, WA 98362 DATE. December 10, 2009 PROJECT Elwha Klallam Hentage Center Job 2007 -0004 ISSUED FOR. VIA. Phone: (360) 417 -4816 Fax: (360) 417 -4711 We are Transmitting: Herewith Bid Estimate Mail Fax Quantity Identification 1 2 pages Water Cooler submittal REMARKS. For your approval. CC• File michael @gentryarchitecture.com 1 @gentryarchitecture.com i.gentryarchitecture.com OFESSIONAL LIMITED LIABILITY COMPANY I Under Separate Cover n Construction Record Courier By Hand RECEIVED DEC 1 1 2009 CITY OF PORT ANGELES BUILDING DIVISION Approval n Review Overmght Sent by M. T @Fontr-5? MICHAEL T GENTRY AIA 115 E. RAILROAD AVE. SUITE 308 PORT ANGELES, WA 98362 0 360 457 7550 360 457.2929 Description Approved by Architect F',om Clausen Engineers 12/09/2009 12 02 3604572929 vct, nu t 1 4U 8C1 ALI)t RGROVE EL..t.1�CC`i�'�►Y SPECIFICATIONS CENEiIIAi. Ster.c:onntalnod, wog hung clocts c rofr'igoreted water comae Chilling capacity of 5D'F drinking water, bleed upon 00'F Hot wator and 'f rimbiont. Model EZS'ILBC has self- Closing EasyTtwch Controls on front, loft and irytlt of ouch unit, Mode} EZTLBC has sorf•eloving Eas•Taich Controli on the front of each unit, Mode! £ZSTLDDC norwnfriperated. Same as ETST1.6C without cool s acorn. r uhe3 n[ for rd. !nq y fuse pew cord.) Alf rnodors have a hooded stream Vector with Easytoush Controls that requtro less than 3 ids of force to estivate u COMnore>r aide solenoid biased low control. Petontod' %nrva with butlt.ln IIOW regulator p�rfovtrk; constant stream from 20 tO 106 psi water (Iresau et re. aubb Olin= fully protnetod to meet all sanitary codes. NOT( Minimum 40 psi supply One joessuro requited In special circvrngt1rlcoa whet$ both Was of I*. kyet aro in use ss6Ttuitano. chitty to ensure adequate stream hoidht. Roos not apply to non. refrignrated units, This model corder consbts of o rofrlgeratwd lowar unit whichh roquItcs a water supply, drain outlet and declricnl supply. ADA CONW UANT so Water Castors comply with aro requkomarus of A.D.A. adorns With Disabilities Act) wqm properly Insta Unit is complain- O a w all u p win Is foco a i t h e lef side or If i.KAPR oruon is Installed under upper tint(. Also meats oho gieda6not rtSr chlidren's envbonmontf proVrdinp the poor to Wilma height Is 30" or lass On the )awor unit and propor clear floor space a provided for par0lIal Approach. (Besot' on Architectural and TronSpOrtabort Banos Compliance Hoard final Ming.) Chock Local and Salto Codes. No WAD DENII N Those Water Coolers ere cartilitd to bo toad•freo as dotined by oho Sore Drinking Water Au, (allay Water Coultas are mane- hooted with a waterway system utilizing copper compel/eras DM completely foad•freo materials. Thoso waterways have n0 103d Oncouse oil lend natoriaki, such as loaded bra SS. have been nenovod. AIIjJoInts aro brazed using silver solder Only. No load aoldnr la pentatrer A strainer wit an nasty tleonnbto screen Is provided to allow trapping and convenktnt removal of watorborne w nleelato of 140 microns and rtrrger prior to their retry Into the Thorn water coolers era certified to NSF /ANSI 61. CAPACITIES CHART Tara a DIOr Nits ant, Mid 1 eZSriSC 8,0 02 86 370 E4 se Lao o7 r l 0.8 1 8.0 Yea 08 Ysa 106 St Lad fog law 4.0 1b* ae 3r0 4.0 66 ATtlME j �ianaat:l i May allwyiais.Cam 510 655 1133 12/10/2009 17 35 #943 P 0021003 a8 nook,* an ea'f Ira:( maw ttrmparauon iGiaaa rider manta al elks avtih, Engaras %dory pra:furpuan to rcatvo gf8 riser. Opp* sail oniy. Maul Weilir yagrwn Are bard on apnninonal Bun) unto, In aantaildnao +An A,R.t. $lrndmd101Dtansafxis, *NOB Vtl4raaors sac (termini the actual rOti canawwU hale Ws W runsUrrtird wu uu UMnd a nu n mber r puerile gO(v w cU pug ho ammo), anrLlant lamporattanu etkr tun walet Innptnal. COOLING 8YSTENt Motor Compressor; FInfinalica%4 settled. roc/prtn:ating type, 115VAC, 00111 single phase. steladon ilfotrittnto oil supply. Equlppcd wfth t ecvle cord and Bata prang muklud tubber plug (tlorrinstfc ovule's). MAOIMO wan o4r1744 Ct It annapNAKI MWDNIAVnt MAY fti 1, 14 Xger Ia 64.0,44, prWW rAP Wearer GENTRY ARCHITECTURE FAX CIO, 360 457 6785 P 05 Two Station Walt Mount Water Coolers Barrier-Free Access (Adult and Chit* NSF /ANSI 61 Con,liant Models EZT(JC ESS r l 6C, EXTLDDC and E$TLODC hoed EzsTtPP' medic FZTL$C RATED FOR INDOOR APPLICATIONS ONiLY Condenser: Fan cfOlnd, copper tube with elamittutn fins. Fan motor is pormanuntly lubricated, coaling Unit: Combination tube tail type, Ilan portion Is aontiM1UOUS coil of cop y tubingp. Tans is stafnlnss stool. fully tnndatod with BPS foam which 1Tiocts Undematters Laboratorkrs Mm requirements for scfl.oklingulshing material. Refflgerant Contro); Refitment HFC•'114a 1s convoke) by accurately calibrated capifry tube for positively troutilafroo operation. oc� f t C Rre cgtreS r no a k Enclosed 3ustmatt othpr tha nf r or aaalt Kio� f fOttoire moots. Easil accessiott. CONSTRUCTION Fame: Golvonixcd structural wool chassis 61J CS fofngoteti0n systopt and fattens to wall. PlovIdes litctoasod Structural integrity end 4Idity to coots. Stoirioss Steel Basal: Typo 304, one piece polistiud to a uniform Elkoy bright luster finish, Basin hris integral drain grid, embossed bubbler pod. No oxpnscd taitoners. reclusive Ftfrttr- Guerdef Safety laubblee' Innovative design sullies an Infused anti microbial pf}irbto polyester dastn,ner rrravant aeeldonI t mouth injut1 Flexes on fmpatt, Unit roturns to original position, Strong, Wsslon•ro9lStant. Antlaswoat. Keyed In Jocation Al prevent TUtaUon. tipper SNroudr Contoured shock.sbaorb;ttg, provldae addkianitl protection Against 5CCklental Injury, No xbrtad fastonnrs. Lower Shroud: Ono piece oas'y t0 remove end ropfaco. Allows o6COSS to Internal Components horn iNV* sides, Cabinet: Cabinot design odows for flush to Woll mounting, Na races% ap00e Is roquketl, Calm Selection: Unless otherwise blerc,liied cabinet is twodonc p Stool uPPor shrroud avel krra env_ shroud. Stainless 5 YEAR LIMITED WARRANTY on the rroroticn aystern Of the unit, rrxolcar compononts and water system aro warranted for 12 months from ditto of insteliatiort, Soifiplo Cortificata available on request. tlkay Prossute-Typo Water Cookers are designed to operate an 20 si to 105 psi Supply line pressure. It inlet art acre IS above 103 psi, a prewar,* WNW& must Do Invoked In the supply Ono. Any dantago caused by mason or connecting this product to ,}up• ply Irnc p s s r than 20 pal or higher than 105 pat Is not covored by STANDARDS F lkayy tiectrre M Cooled Wetor Coolttm aro listed 118 by U idawUters Laboratories Inc, and campy with both Canadian and U.S. requirements, These testa comply with h,R,I. Standard 1010. Patent 0(481,871 C� Ke ritun&robot 2032 Cemder Cwt r)nat emote. 11 CAaf9 No exceptions taitai Comments. anD PAGE 05/08 REQUIRED RitabtartgiMRACTOR Rejected_ Waifititind verify IthARBit ibitedzquired Alluded_____ Resubmit Arch t t'S reViCW is f a gams! 'e with the dcsig ortcept and amtrad. doe:mestss. Ce..trac cr i' re r ;ibtc us ail quantities and dimensions.lMarkings or oanttnatts :hail not be cost ifs as re.seving the Contractor from comp the project plans end specifications, nor dep the: om. Tema Y am Ardutedis pile rte Date C2- By F>*om Clausen Engineers 12/09/2009 12 02 3604572929 vctr uz 4 JUd NCU 11 i OU Htl ALDERGROVE P` Two Station WAIT Mount taster Coolers NSF /ANSI S1 Fan Models EZZTL. C, L A EZSTL9C, and CZSTLDOC *ow ROUGN -IN DIMENSIONS CON C 1 r B& VI Q, !111 s PL r 6 R 9UILINNO vVUR yyq 1Nt.• sup TO COOLER OTN IR3 INLET A 1� Elkay 12 -24F 0hw WO NO OI EGTlQN SF•RVSCE OTQP C OT ?URNS 1PC) gg OPERATION OF QUICK CONNECT FITTINGS TUA IO MTAC i N N POiItiir TC RI I kW 1'UBE PUL tt��T ST O RELMASC1URF; tdAI-RIEVRICCNArgo taw 510 655 1133 12/10/2009 17 36 #943 P 003/003 RIEPR(OERATZO UMW IMPORTANT! INSTALLER FLOE! NOTE: This wAtui coot hos boon doiQprtid and buds to pnxWa vAIN to the usa vrtnclt nos not boon aAc(ud by matanurl Wino OMEN watorwuys. 1h0 Qrnunding u! duclrlaal (Nu ocoll he Mechnno. cornixAvil, n(0. to watN finos,C a oY twin i*at oote. h is dimming mar be In the bulldog Dui tna also w s t Emoting en osoettWRlyPli wh t c NIO S 00 tr ill 140 o C C U' D Incrouvo M pia meld COnla ter, n or IV want Thls contINOR Is Awooahla by WAtsktij the cooky slRrlp IEEE propal rr ena% $410W0 baiow T p{ y NOME e000lor b rtttrkihed WRA� tnotoJJN oinet whhich UW R ic uoonntt 'loam It ltp which b piutni'od by the inslultur should Imo he plait to e*mp loty is to the WOW ham W WaT(pnp pluml31110'PIO 2221 Cemdon OotSt Onk Nrook, tI..60521 cik>syuca Can GENTRY ARCHITECTURE FAX NO, 380 457 6765 RATED PON INDOOR APPLICATIONS O11N.V I KYT INSURE PROPCR VENTILATION A T MAJNTMNINO 6' t102mtn) MINIMUM CLEARANCE F1i0td CABINET LOWCRS TO WALL. SIDE VIEW LoREN) A RTCOMMt: NOCD UPPLY LOQATtOt11/ B OA. UNPIAIEt) COPPCRTURFCONNECTSTU CW /Pi SHUTOFFtMYOth10 9IN.t70rnmi MAXIMUM OW PROM WALL 3. RI CAMMRhDED LOCATION FOR WAsiE AQTLETTOACCOMOOATE1 •t/E NOMINALDRANN, DRAIN STUB 2 IN. OUT 'NOM WALL C 1•T /2 TRAY Not FURNISI Itt 0 41. kCTRICALSiiPYLYt51WIRTiTICCLISE0 BOX DUPt .6XOU!LET f TNa DOLT LADLES FOR FAST! NING UNIT TO WAIL PrjRlod in U.S.A. 02009 FI) y PAGE 06/08 P 06 I (12�872009) Jame4 erly 110:M :pdf N W B CI ausen S tr u c to r a l Engineers I nc M em or andum L013 To Jim Lierly Email jlierly @cityofpa.us Port Angel es Bui !ding Depar tment cc: Mike Gentry From Kers Clausen Project: Elwha Klallam Heritage Center RE 401 E First Street Kitchen Equipment Please be advised that the recent permit application for Kitchen Equipment ind udes the hoods and fans that are shown on the submitted plans. Please advise if this clarification needs further attention. WB M Email m ichael@gentryarch itectu re com Date: November 4 2009 Job No 24212 W1242001242121L013. wpd Page 1 2 115 Railroad Ave, Sui to 30 8 Port Angel es Washington 983 62 (360) 452 3223 (360) 457 292 9 fax Proiect Type Brief Description. Check all that apply p lew Construction Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other T:Forms /Building Division /Bldg Permit.doc BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant COCO 1pigE 12fZo1ELf (DCA I).UV Phone 425 ton o-6300 Property Owner tijAM/1 KLALL OA T12.I86 Phone 347 4 6 2- $75'! Property Owner's A Z p r 41 E LKS' W ij 41- Contractor Co$Go I Q(LpTC- criorb op o N r- LEG Phone�}3bo 3 4 45742/0 Contractor's Address I5 WoloAWOut,E -4.t6 R• 8-iko WGbpiNVILL iw, /60/2, License 6 FP ot3 S M5 Expires 7(2/aoII E -mail cido p. scafire GA-% PROJECT ADDRESS tipi Fu i S TREET P6RT 6EGts (NA «C343 Parcel Number Lot Zoning (NS1'LI,tg i26 aU4R.nA .545(6 IN LOOP (I 2oM E 1 House garage other tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace pellet stove other ••e••. Art Jones Senior Alarm Detection Technician Residential Multi family Commercial Industrial cosco Fire Protection 15000 Woodinville- Redmond Rd. Suite B -800 Woodinville, WA 98072 office (360) 457 3308 mobile (360) 808 -1649 fax (360) 457 5612 www.coscofire.com A Consolidated Ore Protection Company Contract Holder Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type For City Use Only' Date Received 12 Permit (fig 12`1$ Date Approved ON E ptbQR.E<CA-13LC per sq. ft. TOTAL VALUATION 0,1200 00 Total footprint of structures sq. ft. T Lot size sq ft. Lot coverage Site Coverage the amount of impervious surface on a parcel, including structures paved driveways, sidewalks patios and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on pro' cts. Date 12- 0y Print Name DEA lit /A Signature 14.41A-/ City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph: (360) 417.4735 Fax: (360) 417.4711 Date I2 /L/ 12 01 1 2 Single Family Dwelling Multi Family or Commercial* Commercial Addition Alteration Remodel Repair* Owner Information Name el. IA) KA KLA L Wk /WI I3e Mailing Address: EzXQE I) City State. Zip 01%36 Phone. 'f� Fax: License Exp. Unit Charge 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 .2.00 72.50 86.25 $116.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43.75 Signature of owner electrical contractor or electrical administrator Date: P /o 4 Thermostat Total 1 I .52 RECEIVE DEC 8 2009 ELECTRICAL INSPECTIONS Plan Review May Be Required. Please Complete Electrical Plan Review Jinformation Job Address: if O 1 E. FI R S'1' Ilkger 4 /1ii 4E LCS q63,65 Building Square Footage. Description of above LN014 LL (at,/ I I. I*. AA 5'1 1 E 1 q Prob L sth LE G- EUtG firnf.-� a1' bFV, C— ,41 Ste Total (Qtv Multiplied by Unit Charge) Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp. Service /Feeder 401 -600 Amp. Service /Feeder 601 1000 Amp. Service /Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/0 Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp. Portal to Portal Hourly Sign /Outline Lighting "LS 00 Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Cash Check Credit Card 0 gORTgl, aro. Contractor Information Name: CDSCO ea2C fIZOTECTioM Mailing Address: !Two at,/M E- RED 6-goo City 1A) DIMUAL GJ State. W Zip: ?50 Phone/p.5: G8.•'6300 Fax: 41?-S (070 G1 License Exp _NCO FP135M bVik Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that 1 am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications. t25 i I S60 5c� t it Ile PREPARED 12/04/09 8 24 48 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/04/09 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1930 0 000 APPL NUMBER 09 00000932 COMM RE MODEL PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL1 01 12/04/09 PL6 01 12/04/09 JLL 2 40 1 E SUBDIV PLUMBING UNDER SLAB TIME 01 00 December 4 2009 8 15 49 AM 1pangrle l✓ J/� /3 DALE 452 8525 UNDERSLAB PLUMBING AFTERNOON PLUMBING WATER SUPPLY TIME 08 30 December 4 2009 8 21 17 AM 1pangrle C J EXCAVATION (UNKNOWN PHONE NUMBER) WATER SUPPLY LINE TO THE BUILDING PLEASE INSPECT AS EARLY AS POSSIBLE PER ROGER VESS THE STREET IS OPEN AND THEY ARE PAYING A FLAGGER AND WANT TO CLOSE UP THE WATER LINE IN THE STREET ASAP COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 PROGRESSIVE INSPECTION REPORT DO NOT. CONCEAL OR DESTROY Permit No. 0%4'4-7-A7 Electrical Contractor 1ru "S D 1:( Job Name Owner Location Inspection Area;;. Building or Equipment• "Inspected Date 12,13009 i-r •f 13 )I b( A J1 J b 7 Cbur�� r xfie. 4 G�MV∎tre_- V-� I/254 ,.171 1 )2= c 2161 t p 47.0 it t, rN:.) iz._ 16 D 5rcfZtitL- f� 14 on p 52117 ri Og..E. paicr) CITY OP PORT ANGELES OFFICE OF THE ELECTRICAL INSPECTOR 321-EAST F IFTH ST. P.O. BOX 1150 PORT rANGELES, WASHINGTON 98362 PHONE (208)457" 0411 :EXT 224 a 158 Tt, 6 i tatcnt s Action Taken; 'Electrical Inspector kroo Aco It' To Fire Department New Construction Other Department Psalskilfescr Alteration T Forms /Building Division /Transmittal TRANSMITTAL CITY OF PORT ANGELES BUILDING DIVISION u y Date 0 Project Address 01 E 1 54' S- Contact (Y ke) c�ti J Phone number(s) 5 7- 1 5 50 Permit number 01 1 2)4 1 Project Description h ..rvvair Ue/Vn Please review return to the Building Division, Permit Technician Pro ject Type Brief Description: Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Floor Areas Basement 1 Floor 2nd Floor 3` Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES AG E J1 For City Use Only Attn. Building Permit Technician Or-C Date Received 1Z2 321 E. Fifth St. Port Angeles, WA 98362 GentriAreki Permit (f1- l2yr (360) 417 -4815 fax (360) 417 -4711 l,. f S.7 _7S50 Date Approved 3 61 10 Applicant Lc e 'Y t''' Kto_llaver, T b-e. Property Owner _ft1±0 Dc y- px_. Lu c.rx,s Property Owner's Address 7 t Lo, ate,- P0?. Contractor Al d ev^q r J (ten Contractor's Address J36, RA Por t- License LLoEl2cT ot+2CG Expires PROJECT ADDRESS Lip( p. Fin Sfi Parcel Number 06 F OOD S4i 9 [`bCGY> 1 aw.I+A- KLA.LLAM 1tEl2!7 a GeV f'F2 Lot /Q -12 Zoning CA- o Residential Multi family Commercial Industrial AI F .S% K ,en .T.? pame ne. S'h cl u e -es K r f d 40- r'+ 4 re-"LC-'2- SPecret I-1- ,r,e ncilwyca.P piri,v1- fr i)- +.ei. fiarez.Q c House garage' other 1 J tear off re -roof lay over one layer Heat pump wood burning stove gas fireplace '0 pellet stove other Existing (se. ft.) Proposed (sq. ft.) A TOTAL VALUATION Total footprint of structures 1 g1 sq. ft. T Lot size 26, 4 e" sq. ft. Lot coverage ger Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage Occupancy group Occupant load Construction type per 3'. Phone c-f S 2 Phone c4 S 2 8'-4 1 x 152 Poyr Q W A qg 363 Phone 4 LS? ZD 6 At c (,i A q f3 36. 2 Email Wa.l -I cl cow., per sq. ft. Max. height of proposed structures '2. ft. 1T\ 6 of bedrooms Will a lawn sprinkler system be installed? tt g 3 of full baths Will a fire sprinkler system be installed? 0 e 3 B of half baths I have read and completed this application and know it to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits o to workin I on ro ect Date t /25/p Print Name m t C ha et G er +r t Signature I r J T:Forms /Building Division/Bldg Permit.doc O'1 'er Colt a c t G U a l r r e v S- I'.eVenS, -Zt.c, I r fie s fry a.,-,f D A off"L wv" El ok- KI4-110.. -a 6.2_ «s2 elf7j c fog clt! V6o -6‘73f r Permit o IZ' ie I oS Ka) 1�- 5U 1 07V a Flo, s s 1 Y-e_ 5 P CS toil 5 ut -4exr —)Ct ki cJ Q P L J6-c7 tvPL TQo Lie c,6 0.ksr cluo, r f i cans /Building Division/Notes NOTES Ne. tka &10 *la 4LQ,420/YYL( (52a I Lc) Tann t,. 114 17a nap at ndedJo legal do +pn Le affe appr ate nh T tpograph /Map le S feet J al h an Th+ ap.'dr ng prod' ed bro the +N JPr Angele fa as nd pt rpas Al nthe of Mt ap ng shall be the spa ih+hto tithe C+N Water main VWVater main SWater main Flartriral riictrihutinn SU II Mall Feet Vero al Da NAVI) NN Aron Man s,*��' WB MULTI -SPAN TIMBER BEAM DESIGN CLAUSEN ENGINEERS ELWA HERITAGE CENTER 1727 64TH STREET 24212C1 EMERYVILLE, CA 94608 az...e l Cll L j J 1 c,/ W G Date: 11113109 KITCHEN HOOD FRAMING r c C67 B1 B2 B3 B4 `70 r3 GENERAL DATA 1 2 3 4 a All Spans Simple Support YES Spans Length ft 9.00 20.00 20.00 20.50 End Fixity Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in 3.500 3.500 3.500 5.500 Beam Depth in 7.25 11.25 11.25 11.50 CALCULATED VALUES -OK -OK -OK -OK Eb- Modified Allow psi 1625.0 1100.0 1100.0 1350.0 fb Actual. psi 5911 1079.5 573.9 997.5 F'v- Modified Allow psi 237.5 190.0 190.0 170.0 fv (actual) 1.5 psi 33.0 55.8 29.9. 43.3 Moment Left k -in 0.0 0.0 0.0, 0.0 Moment Right k -in 0.0 0.0 0.0' 0.0 Max. Morn. Mid -Span k -in 18.1 79.7 42.4 120.9 X -Dist ft 4.50 4.53 4.53 10.39 Shears: Left k 0.89 1.97 1.04 2.00 Right k -0.89 •0.51 -0.31 1.94 Reaction Left 01. k 0.53 142 0.77 0.98 LL k 0.36 0.56 0.28 1.01 Total k 0.89 1.97 1.04 2.00. Reaction Right DL k 0:53 0.34 0.22, 0.98 LL k 0.36 0.16 '0:08 0.96 Total_ k 0.89 '0.51 0.31 1.94 Max. Oefl. Mid Span t in- -0:117 0.523 -0.289 •0.698 X•Dist ft 4.50 8:93 8.93 10.25 DESIGN DATA Le: Unsupported Length ft 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi 1300.0 1100.0 1100.0 1350.0 Fv:Basic Allowable psi 190.0 190.0 190.0 170.0 Elastic Modulus ksi 1700 1700 1700 1600 Load Duration Factor 1.25 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span Yes Yes Yes Yes Uniform. DL plf 63.0 10.0 10.0 64.0 LL plf 80.0 0.0 0.0 78.0 Partial. 01. plf 1.6.0 LL plf 22.0 X -Left ft 0.00 X -Right ft 9.00 20.00 20.00 6.00 Point..- 01_ /i 250.00 500.00 250.00 220.00 LL a 80.00 X -Dist. ft 0.25 0.25 0.25 6.00 Point. DL 250.00 1060.00 540.00 340.00 LL N 720.00 360.00 160.00 i X -Dist. ft 8.75 4.50 4.50 15.00 i QUERY VALUES Location ft 0.00 0.00 0.00 0.00 Shear 0.89 1.97 1.04 2.00 Moment k -in 0.00 0.00 0.00 0.00 Deflection in 0.000 0.000 0.000. 0.000 t y A 1ti-r ,:_k i .d f9 I/3 Page: 3 V4 4D (c) 1983 -96 ENERCALC W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 t� /'/f!''-'t Z W B. CLAUSEN STRUCTURAL ENGINEER PROJECT L U JOB NO. ?2-/ G/ SHEET CLIENT j /G/ DESIGN BV DATE ,!r t- /z. G,. L /tsar Ir /4//°r.7 1-./A//7-- 3/ /3 .7 r,r. /(l A AX 0-Al r---i S Ztc ,-J ri' hz) /3 L L /c• '2. /5 r fa C t 4 M. r= el 27 /CA) r. /C 2Z i --rte SC ,t/ ,L /tom G L Gt/1 `/X G 5i E 4, Lf W B. CLAUSEN STRUCTURAL ENGINEER PROJECT ft L/4 4/7 Z, o €#2 S 44 c )9 G— r CLIENT DESIGN BY 4 Cc. G✓2 1 29‘ f:,, r74- 3c a t,f i- f. 1. 7pZJ c /G ,7.)/ r Mime. (rS .S`A) 1 r' c. i /DGG 720 CC'S LG /o I f f ,/7"' 3 108 NO. SHEET DATF te. 2-. /1,1` i 3 /3 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Heritage center remodel Service and circuits Owner Elwha Klalam Heritage Center 401 East 1st Street PORT ANGELES WA 98362 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 116 00 2 0000 1 00 75 0000 5 00 113 7500 1 00 160 0000 Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS ELECTRICAL ALTER COMMERCIAL 157073 1035 75 11/24/09 5/23/10 Per ECH ECH ECH ECH 1035 75 00 1035 75 EL EL EL EL Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 09 00001220 916440 401 E 1ST ST 06 30 00 5 9 1930 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 Plan Check Fee Valuation BRANCH CIRCUIT W /FEEDER LIMITED 1ST 1500 SQ FT 201 400 SRV FEEDER 401 600 SRV FEEDER Paid Credited 1035 75 00 00 00 1035 75 00 Date 11/24/09 WA 98363 Extension 232 00 75 00 568 75 160 00 Due 00 00 00 4 'R.--goa DATE RESULTS 2, 1031 to zl g/u a ,-6 3y9 -:E3 6-0,4v 00 0 JAM LW) X862 Date 4Jo l (0 INSPECTOR. 4. City of Port Angeles Permit Application Building Division /Electrical Inspections 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 Ph. (360) 417 -4733 Fax: (360) 417 -4711 Date. 1 l 1 2 Single Family Dwelling Mtiiti -Family or Commercial* Commercial Addition Alteration 1 Remodel Repair* Description of above 1-1 r�rLf,TAG r°r.1T� lc Owner Information Name: )511)tt P ki,A 1 j C rea4rEr Mailing Address: `jli l t s z City' I.Q,t r 1,Ei-gS State WA- Zip Phone. Fax: License /Exp Unit Charge 93.75 $113.75 $160.00 $205.00 $291.25 2.00 57.50 2.00 72.50 86.25 $116.25 $131.25 75.00 69.00 75.00 50.00 50.00 93.75 80.00 86.25 27.50 57.50 86.25 43.75 _114 Signature of owner electrical contractor or electrical administrator Gate Thermostat Total RECEI NOV 2 4 2009 ELECTRICAL INSPECTIONS *Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: `1 O l Building Square Footage: Contractor Information Name: S)a." t C_ Mailing Address: c7t Z.. City' State. Zip Phone Fax: License Exp. Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. Service /Feeder 201 -400 Amp. it D Service /Feeder 401 -600 Amp. Service /Feeder 601 1000 Amp. Service/Feeder over 1000 Amp 2.3'' Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service /Feeder 201 -400 Amp. Temp. Service /Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp. Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy Commercial Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub El Gus Ci -uk i Credit Card t o fi IMMO Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit ,s finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. a tJ After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws N.E.0 RCW Chapter 19.28, WAC Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specificatio; s. s Cd, gC7 t..cA0 I 7' d tAA Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc Circuits for roof lighting Owner Lower Elwha Klallam Tribe 2851 Lower Elwha PORT ANGELES (360) 452 8471 WA 98363 Permit ELECTRICAL Additional desc Permit pin number 156.661 Permit Fee 65 50 Issue Date 11/17/09 Expiration Date 5/16/10 Qty Unit Charge Per 1 00 57 5000 ECH 4 00 2 0000 ECH Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS 65 50 00 65 50 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 09 00001191 091200 401 E 1ST ST 06 30 00 5 9 1930 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor SIMPSON ELECTRIC 243036 W HWY 101 PORT ANGELES (360) 457 9270 ALTER COMMERCIAL EL BRANCH CIRCUIT WO /FEEDER EL ECH ADDNT BRANCH CIRCUIT Paid Credited Due 65 50 00 65 50 Plan Check Fee Valuation 00 00 00 tZ1zlA� iz/ 301 atvn Date 11/17/09 WA 98363 DATE RESULTS 00 0 Extension 57 50 8 00 00 00 00 Signature of owner or Electrical Contractor X Date INSPECTOR. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc TENANT IMPROVEMENTS STRCTRL Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T \Policies \1102 15 [10/08] BASE FEE Qty Unit Charge Per 1 00 2700 0000 EA PW W/M COM 1 1/2 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000932 659152 401 E 1ST ST 06 30 00 5 9 1930 0000 ELWHA KLALLAM HERITAGE CT COMM REMODEL COMMERCIAL ARTERIAL 250000 LNDSCP SITE IMPRVMT Contractor LOWER ELWHA KLALLAM TRIBE ATTN DONNA LUCAS 2851 LOWER ELWHA ROAD WA 98363 PORT ANGELES WA 98363 (360) 452 8471 Structure Information 000 000 TNT IMPRV STRCTRL LNDSCP SITE IMPR Construction Type TYPE III NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST ALDERGROVE CONSTRUCTION INC 336 BENSON RD PORT ANGELES (360) 457 2067 DRIVEWAY INSTALLATION SIDEWALKS CURB GUTTERS 156430 180 00 Plan Check Fee 11/16/09 Valuation 5 /15 /10 Date 11/16/09 00 0 Extension 180 00 PUBLIC WORKS COMM WATER SERV 2 SERVICE /SETTER 1 1/2 METER 156422 2700 00 Plan Check Fee 00 11/16/09 Valuation 0 5/15/10 Extension 2700 00 Permit RIGHT OF WAY Additional desc Permit pin number 156463 Permit Fee 50 00 Plan Check Fee 00 Issue Date 11/16/09 Valuation 250000 Expiration Date 5/15/10 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction 'Vicola Signature of Contractor or Authorized Agtr bate Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 [10/08] RESIDENTIAL PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES' NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING Application Number Application pin number Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000932 659152 156455 135 00 Plan Check Fee 00 11/16/09 Valuation 250000 5 /15 /.10 Qty Unit Charge Per 1 00 135 0000 EA SAN SEW RECON Special Notes and Comments September 15 2009 9 30 35 AM kdubuc Fire sprinkler protection must be provided for attached mechanical room at NE corner of structure Sprinkler protection must also be extended to attached building to the east unless a fire separation meeting IBC 705 is installed between the structures Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations September 25 2009 4 30 01 PM sroberds The proposal will result in interior improvements to a shell building in the CA zone Lot coverage is 56% As approved with sidewalks structural and site development are in compliance with City standards MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense November 10 2009 3 19 46 PM Bob Larson 362 417 4706 New electrical service must be underground overhead not available Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies\1102 15 [10/08] Page 2 Date 11/16/09 Extension 135 00 PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITAR Y STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 [10/08] RESID PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED YES NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING Application Number Application pin number Other Fees Fee summary T \Policies \1 102 15 10 /08] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 09 00000932 659152 Special Notes and Comments notice is required Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete September 15 2009 7 52 02 AM rbecker You wiil need to install a double check backflow assembly when you install the lawn sprinkler system If you install a closed fire system you will need to install a double check backflow assembly If you install an open fire system you will not need to install a backfloiw assembly I will need to get together with you later to determine what is being pervided with city water And if any of them will need backflow protection If you have any questions contact Ron Becker at 360 417 4886 e mail rbecker@cityofpa us or fax 360 452 4972 STATE SURCHARGE 4 50 Charged Paid Credited Page 3 Date 11/16/09 Due Permit Fee Total 3065 00 3065 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 3069 50 3069 50 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION S ANITAR Y STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE, INSPECTION TYPE DATE ACCEPTED COMMENTS RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 I FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T 1Policies11102 15 [10/08] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE PERMIT INSPECTION RECORD FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO YES NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING riggi Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc TENANT IMPROVEMENTS STRCTRL LNDSCP SITE IMPRVMT Owner LOWER ELWHA KLALLAM TRIBE ATTN DONNA LUCAS 2851 LOWER ELWHA ROAD PORT ANGELES WA 98363 (360) 452 8471 Structure Information Construction Type Occupancy Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Unit Charge Per BASE FEE 150 00 5 6000 THOU BL -100 001 500K (5 60 PER K) Qty Unit Charge 4 00 4 00 1 00 1 00 Permit Additional desc Permit pin number Permit Fee 14 8000 EA 7 2500 EA 18 2000 EA 10 6500 EA T:Forrns/Building Division/Building Permit 000 000 TNT IMPRV STRCTRL LNDSCP SITE IMPR TYPE III NON RATED BUSINESS OFF /PRO /MED /REST BUILDING PERMIT COMMERCIAL TNT IMPR STRCT SITE LNDSC 153270 1860 25 Plan Check Fee 1209 16 11/16/09 'Valuation 250000 5 /15 /10 MECHANICAL PERMIT 153288 167 05 Plan Check Fee 11/16/09 Valuation 5/15/10 Per PLUMBING PERMIT 153296 300 00 Date 11/16/09 09 00000932 659152 401 E 1ST ST spy 0 06 30 00 5 90000 ELWHA KLALLAM HERITAGE CT COMM REMODEL COMMERCIAL ARTERIAL 250000 Contractor ALDERGROVE CONSTRUCTION INC 336 BENSON RD PORT ANGELES (360) 457 2067 BASE FEE ME FURN /HP /FAU OR 5 TON ME VENT FAN (SINGLE DUCT) ME FURN /HP /FAU 5 TON ME STOVE /FIREPLACE /MISC APP Plan Check Fee WA 98363 Extension 1020 25 840 00 0 0 0 Extension 50 00 59 20 29 00 18 20 10 65 0 iv o q Calm en tr, P Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature eContractor or Authorized Agent 6i nature of Owner (if owner is builder) T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date Accepted by Date Accepted By CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000932 Application pin number 659152 Issue Date 11/16/09 Valuation Expiration Date 5/15/10 Qty Unit Charge Per Extension BASE FEE 50 00 28 00 7 0000 EA PL- PLUMBING TRAP 196 0 1 00 7 0000 EA PL -WATER LINE 7 00 1 00 7 0000 EA PL -LAWN SPRNKLR BCKFLW PREV 7 00 1 00 7 0000 EA PL- BACKFLOW PROTECTION <OR =2 7 00 1 00 15 0000 EA PL -SEWER LINE 15 00 1 00 7 0000 EA PL -WATER HEATER 7 00 1 00 10 6500 EA PL -FUEL GAS PIPE 1 5 OUTLETS 11 00 Special Notes and Comments September 15 2009 9 30 35 AM kdubuc Fire sprinkler protection must be provided for attached mechanical room at NE corner of structure Sprinkler protection must also be extended to attached building to the east unless a fire separation meeting IBC 705 is installed between the structures Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations September 25 2009 4 30 01 PM sroberds The proposal will result in interior improvements to a shell building in the CA zone Lot coverage is 56% As approved with sidewalks structural and site development are in compliance with City standards MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense November 10 2009 3 19 46 PM Bob Larson 362 417 4706 New electrical service must be underground overhead not available Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. T:Forms/Building Division/Building Permit Page 2 Date 11/16/09 0 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing I Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 1 ESA. Landscaping 1 1 SHORELINE. T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by (FINAL Date Accepted by Date Accepted By Application Number Application pin number Special Notes and Comments Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards Concrete with exposed aggregate or other non standard finishes(including colors or dyes)are not allowed in the City road right of way Broom finish only An inspection by Public Works Engineering is required prior to pouring concrete September 15 2009 7 52 02 AM rbecker You wiil need to install a double check backflow assembly when you install the lawn sprinkler system If you install a closed fire system you will need to install a double check backflow assembly If you install an open fire system you will not need to install a backfloiw assembly I will need to get together with you later to determine what is being pervided with city water And if any of them will need backflow protection If you have any questions contact Ron Becker at 360 417 4886 e mail rbecker@cityofpa us or fax 360 452 4972 Other Fees Fee summary Permit Fee Total 2327 30 2327 30 00 00 Plan Check Total 1209 16 1209 16 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 3540 96 3540 96 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:FormsBuilding Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 09 00000932 659152 Page 3 Date 11/16/09 STATE SURCHARGE 4 50 Charged Paid Credited Due Inspection Type FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING. Under Floor Sla trough -in Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING. Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Date Accepted By 12 -l7q I Z 4 19 9 PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T.Forms /Building Division /Building Permit P L Roucgit-ire above, StaAa Z /2.1,o JLL to FINAL Date V Accepted by FINAL Dat /Io Accepted by cl w FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date 6-z5-(0 (0 Comments loryrciar1 C6 O 9 -10 751-1— Accepted By 0 J LL (11/16/2009) Linda Pangrle Elwha Klallam Heritage Center Contractor From 'Carol Gentry carol @gentryarchitecture com> To <Ipangrle @cityofpa.us> Date 11/13/2009 1 55 PM Subject: Elwha Klallam Heritage Center Contractor The contractor selected for the Tenant Improvements portion of the work for the Elwha Klallam Heritage Center is Aldergrove Construction Their registration number is ALDERCI042C6 Thanks Linda. Carol Gentry GENTRY ARCHITECTURE COLLABORATIVE 115 E. Railroad Ave Suite 308 Port Angeles WA 98362 carol @gentryarchitecture com Bus. (360) 457 7550 Fax: (360) 457 2929 Cell (360) 461 -6961 Confidentiality Notice This communication constitutes an electronic communication within the meaning of the Electronic Communications Privacy Act, and its disclosure is strictly limited to the recipient intended by the sender of this message This transmission and any attachments, may contain confidential consultant client privileged information and consultant work products If you are not the intended recipient, any disclosure copying distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED Please contact us immediately by return email or at (360) 457 7550 and destroy the original transmission and its attachments without reading or saving in any manner Page 1 Auer cons ci ovvroc ex-0 son ea PwA q83‘,3 3 U3 5 7-' 2 7 z B BL G1 DE E� et M Row AND 244414 4 STr mu of IKOM I•! "Er7 C 11 TO rvKK uwL� KITCHEN Jcr.ZS,27 AC VITY SPACE C- 30.32 HALL c ry CCMIERGIAL/f ALES AREA v K -21,23 ERY SISAL'S C 7 C 5 4 I� C -9 4M C 3 F 47SICAL THI RAPY 82 0 i TT z ..0-�r 7`.80 I�f, m�- WATER /P T T BY OWNER 8 SCULPT OVERHEAD PROJECTOR CONNECTIONS ON SIDE OF BEAM. HAL VERBY DETAILS MO -F- 7 A -5 A -7 A -9 A -19+� GOIIPUTER CUB 431 L]/4 PLYWOOD BRE 144150. D -15 73'6' 0,42 I ON 5E/LING SC FEN DD 19 D- 17 p \I i 0 -13 1 AL G00'. TE PLA MEN C ;1 SI PRIOR �0 OUCH -1 I•r.7 A }28 A -77 D -5 0 O F ®E N2 D -9 TO I CE 94 OFFI E 46 EAST E RY /EXIT D -40,42 OFFICE PI 0 -7 II III II m ii II I 1 REPLACE E RECONNEC EXTEND Cip 0.0W GONG tll D LA! ON CEILING PHYSICAL THER P FLAT PLAZ, Q¢8 LA6 POLE C 1 cail ENTRY AREA POWER, DATA AND SIGNAL PLAN SCALE' I/8' r -o' CT MPB EXISTING POWER OUTLETS ARE TO REMAIN IN SERVICE. RECONNECT TO NEW PANEL COMPLETE. VERIFY ON SITE. 403 BUILDING TO REMAIN FOP IN SERVICE. ELECT, GAL ELEPHOt EXISTING SHOP B OARD PPO II NN 157190 PANEL WITH 3 PHASE PANEL ALL EXISTING CIRCUITR` .44PLETE. SONG CIRCUITRY AS NECE w C> Q Q a W C 0_ a C2 LO 00; rn "F1 1 mmmrs APRIL 5, 2010 1 cn POWER DATA AND SIGNAL PLAN JOB 2007 0004 ATE 3 NOVEMBER 09 EVSE E3 (11/10/ Linda Pangrle Lower Elwha Heritage Center Project, Permit #09 -932, 401 E. 1st St. Page 1 From Linda Pangrle To: michael @gentryarchitecture.com Date: 11/10/2009 4 24 PM Subject: Lower Elwha Heritage Center Project, Permit #09 -932, 401 E. 1st St. Attachments: Building permit fees for #09- 932.pdf Hi Michael, On the building permit application for this project you wrote that the contractor is 'TBD' Please provide me your chosen contractor's business name, address, phone number and L &I license number I'd like that information as soon as possible, so I can enter it into the computer prior to issuing the permit. Attached is a breakdown of the fees that need to be paid prior to issuing the permit. You will notice that there is a small plan review fee that is still due. The reason is because the valuation of the project got changed from $250,000 00 to $208,250 00 and then later back to $250,000.00 The plan review fee that was already paid was paid on the amount of $208,250 00 Carol can fill you in on the details. The permit is ready to be issued, as soon as we receive the contractor information and fees from you. If you will be paying by check, please make the check payable to 'City of Port Angeles' Be aware of our limited cashier hours. Checks are only accepted between the hours of 8.30 AM 4 00 PM Monday Thursday and 8 30 AM 12 30 PM on Friday We will be closed tomorrow, 11 11 -09 I look forward to issuing this permit and aiding you in furthering this project. Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360 417 -4815 360 417 -4711 FAX Ipangrle @cityofpa.us TRANSMITTAL TO. Jim Lierly City of Port Angeles PO Box 1150 Port Angeles, WA 98362 VIA. Thank you. CC. File michael @gentryarchitecture.com carol @gentryarchitecture.com www.gentryarchitecture.com A PROFESSIONAL LIMITED LIABILITY COMPANY Phone: (360) 417 -4816 Fax: (360) 417 -4711 DATE. November 6, 2009 PROJECT Elwha Klallam Hentage Center Job 2007 -0004 We are Transmitting: Herewith ISSUED FOR. Bid Estimate Mail Fax Under Separate Cover Construction Approval Record Review Courier Overnight By Hand REMARKS. These updated sheets should replace those that we previously submitted. GENTRY Sent by Carol Gentry U ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115 E RAILROAD AVE. SUITE 308 PORT ANGELES, WA 98362 O 360 457 7550 F 360 457.2929 Quantity Identification Description 3 each Replacement drawings. Architectural, Mechanical, Plumbing, Electncal and Landscaping dated November 3, 2009 1 I Transmittal from Clausen Engineers dated November 2, 2009 1 1 Intenor Lighting Summary I Item #1 1 1 Mechanical Summary 1 Item #1 1 1 1 Hardware Schedule 1 Item #11 IA, \z?v e s LS/ Ldi5A/- \7000\) e rl3Nc \\S-ek- )617v4c)\---K OS `fie, From Clausen Engineers Elwha Klallam Heritage Center Port Angeles, WA SET #01 6 1 1 2 2 2 2 2 1 1 SET #02 SET #03 SET #04 SET #05 Hinges Exit Device Exit Device Closer Kick Plate Stop Meeting Stiles Sweeps Perimeter Gasket Threshold 3 Hinges 1 Lockset 1 Closer 1 Kick Plate 1 Door Stop 3 Door Silencers 3 Hinges 1 Lockset 1 Closer /Stop 1 Kick Plate 3 Door Silencers 3 Hinges 1 Lockset 1 Closer 1 Kick Plate 1 Wall Bumper 3 Door Silencers 510 655 1133 11/03/2009 17 16 #819 P 006/006 MPB99 41/2 X 41/2 NRP 32D 7170 WS x 681F 1193 6 PIN LBR 630 7170 WS -x 680F LBR 630 PR7500 689 KO050 10" x 34" 630 1209HA 32D 18041 CNB 84" TEK SCREWS 18062 CNB 36" TEK SCREWS 5773 D 20' 172 A 72" FHSL25 MPB79 4 1/2 x 4 1/2 CRR 8808FL 2196 8501 KO050 10" x 34" 1215CKU 1229A MPB79 41/2 x 41/2 NRP CRR 8808FL 2196 CPS -8501 KO050 10' x 34" 1229A MPB79 4 1/2 x 4 1/2 NRP CRR 8808FL 2196 PR8501 K0050 10" x 34" 1270WV 1229A 3 Hinges MPB79 4 1/2 x 41/2 1 Lockset CRR 8807FL 2196 1 Wall Bumper 1270WV 3 Door Silencers 1229A 26D MC 626 YA 689 NO 630 TR 626 TR GREY TR 26D 626 689 630 GREY 26D MC 626 YA 689 NO 630 TR 630 TR GREY TR 26D 626 630 __GREY MC YA YA NO TR TR PE PE PE PE MC YA NO TR TR, MC YA TR —TR 08710-7 From Clausen Engineers Elwba Klallam Heritage Center Port Angeles, WA SET #06 SET #07 SET #08 SET #09 SET #10 510 655 1133 11/03/2009 17 15 #819 P 005/006 3 Hinges MPB79 4 1/2 x 4 1/2 NRP 26D MC 1 Lockset CRR 8805FL 2196 626 YA 1 Door Stop 1215CKU 626 TR 3 Door Silencers 1229A GREY TR 6 Hinges MPB79 41/2 x 4 1/2 NRP 26D MC 2 Flush Bolt 3913 626 TR 1 Dustproof Strike 3911 630 TR 1 Lockset CRR 8808FL 2196 626 YA 2 Overhead Stop 10 -336 652 RX 1 Astragal 357 C 84" PE NOTE. Apply astragal to inactive leaf 3 Hinges MPB79 41/2 x 4 1/2 NRP 261) MC 1 Lockset CRR 8805FL 2196 626 YA 1 Wall Bumper 1270WV 630 TR 3 Door Silencers 1229A GREY TR 3 Hinges MPB79 4 1/2 x 4 1/2 261) MC 1 Push Plate 1001 -3 630 TR 1 Pull Plate 1018 -3 630 TR 1 Deadlock 314 1/4ST 2196 626 YA 1 Closer 8501 689 NO 1 Mop Plate KM050 4" x 35" 630 TR 1 Kick Plate K0050 10" x 34 630 TR 1 Wall Bumper 1270WV 630 TR 1 Gasket S88 D 17' PE NOTE. Mount deadbolt at 36" AFF Mount push/pull above deadbolt. 3 Hinges MPB79 41/2 x 41/2 261) MC 1 Lockset CRR 8807FL 2196 626 YA 1 Wall Bumper 1270WV 630 TR 1 Coat Hook 3071 630 TR 3 Door Silencers 1229A GREY TR 08710 -8 From Clausen Engineers Elwha Malian) Heritage Center Port Angeles, WA SET #11 End of Section 08710 510 655 1133 1110312009 17 15 #819 P 004/006 6 Hinges MPB79 4 1/2 x 41/2 NRP 26D MC 1 Flush Bolt 3913 626 TR 1 Dustproof Strike 3911 630 TR 1 Lockset CRR 8805FL 2196 626 YA 2 Overhead Stop 10 -336 652 RX 1 Astragal 357 C 84" PE 2 Door Silencers 1229A GREY TR NOTE. Apply astragal to inactive leaf. 08710 -9 From Clausen Engineers 110771 Elwha Klallam Heritage Center Opening List Opening Hdw Set 100 01 101 01 102 01 110 02 113 03 114 04 115 05 116 04 117 06 118 07 119 07 120 04 121 04 122 07 123 07 124 04 125 08 126 09 127 09 128 10 129 10 130 10 131 10 132 10 133 10 134 11 135 11 136 11 137 11 139 08 140 11 141 08 510 655 1133 11/03/2009 17 15 #819 P 003/006 September 09 2009 11 18 am Page 1 of 1 aq 'C lausen S Rpuc hllTM Engineers, N© Memorandum L07 To Jim Lierly Port Angeles Building Department To Steve Sperr Port Angeles Public Works cc Warren Stevens cc Mike Gentry From Kers Clausen Project Elwha Klallam Heritage Center Email Email RE 401 E First Street Thank you for your plan check letter dated October 22 2009 Our resppnse item by item follows 1 Enclosed please find energy forms requested jlierly @cityofpa us Ssperr @cityofpa us Email warren stevens @elwha.nsn us Email michael @gentryarchitecture com Date November 2 2009 Job No 24212 2 Kitchen interiors will be handled un a separate permit. However Kitchen drains shall be included as shown on plumbing drawings 3 Economizers have been used in the design E D 4 Smoke Detectors are shown on revised plans NOV 0 5 2009 5 There are no gas fired equipment in this permit CITY OF PC ANGEES BUILD w, OIV!SION 6 Floor drains are shown on plumbing drawings 7 Toilet rooms have non absorbent finishes as shown on drawings 8 ADA signage is shown on revised drawings 9 The ADA compliant drinking fountain has been relocated 10 Exit signage is shown on revised plans 11 Common door hardware per enclosed hardware schedule will be provided W wpd Page 1 of 2 115 Railroad Ave Suite 308 Port Angeles •Washington 98362 (360)452 3223 (360) 457 2929 fax Clausen SPruc Urra Engineers, WB Memorandum L07 12 This is not a school building 13 We will work with Public Works for the LPG tankage This will be part of Kitchen permit as LPG is for Kitchen use This will be a deferred item 14 Signage will be a deferred item 15 There is no need for tempered glazing on windows as sills are over 18 and glazing is not adjacent doors as shown on revised drawings 16 Trash enclosure is shown on revised drawing L 1 17 NOW Environmental cleared the environmental issue is their 80 page report that was submitted to and approved by the City at the beginning of the project. Do you need another copy of this report? 18 There is no educational portion of this facility 19 Future carving may be done at 403 First Street, which is not part of this permit. 20 Interior finishes shown on these plans uses standard glazing gypsum wallboard gypsum ceilings acoustical ceilings wood doors and standard flooring 21 Roof drains have been shown on the Plumbing drawings and are sized per IPC standards Storm drainage has been coordinated with Public Works 22 Landscaping drawings have been submitted to Public Works The following deferred items are shown on the revised title sheet: Kitchen interiors Electrical Artwork LPG gas tank Signage 403 First Street We hope this response meets your approval W1242001242121007 wpd Page 2 of 2 115 Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 3223 (360) 457 2929 fax Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address 2006 Washington State Nonresidential Energy Code Compliance Form Applicant Name: Applicant Address: Applicant Phone: Elwha Klallam Heritage Center 401 Eapt First St Port Angeles WA Thomas Pressler 18702 North Creek Parkway Suite 213 Bothell WA (425) 485 -3002 Date Revised July 2007 10/30/2009 For Building Department Use Mechanical Summary MECH -SUM 2006 Washington Slate Nonresidential Energy Code Compliance Forms Project Info Project Description Briefly describe mechanical system type and features. I:1! Includes Plans Drawings must contain notes requireing compliance with commissioning requirements Section 1416 Compliance Option Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below Cooling Equipment Schedule Equip ID Brand Name' Project Address Heating Equipment Schedule Equip. ID Brand Name' Model No.' 2006 Washington State Nonresidential Energy Code Compliance Form Applicant Name. Applicant Address: Applicant Phone: Fan Equipment Schedule Equip. ID Brand Name' Model No.' Elwha Rlallam Heritage Center 401 East First St Port Angeles WA Thomas Preealer J i 18702 North Creek Parkway Suite 213 Bothell WA (425) 485 -3002 Simple System ()Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple complex systems.)• Model No.' Capacity Btu /h Capacity Btu /h CFM Total CFM Total CFM SP' OSA CFM SEER or Econo? or EER OSA cfm or Econo? Revised July 2007 Date 10/30/2009 'For Building Dept. Use IPLV Input Btuh I Output Btuh Location Efficiency HP /BHP Flow ControI Location of Service 'If available 2 As tested according to Table 14 -1A through 14-1G. 3 If required. COP HSPF Combustion Efficiency or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. START Heating Only No Complex Systems 2006 Washington State Nonresidential Energy Code Compliance Form If Heating /Cooling or Cooling Only If Heating Only Reference Section 1421 Yes Yes• Heating /Cooling or Cooling Only Yes Yes v Simple System Allowed (section 1420) Q 0 Split system? <5000 cfm? 0 Constant vol? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ingle Package Unit? Reference Section 1423) f Yes Ycs Yes Air Cooled, Constant Vol? No 5 J 1 Air cooled? 5 plit Syste =84 000 Btuh? otal Ca wo economize <240,000 Btuh or 10 Packaged sys? Q <20 000 Btuh? Economizer included? <70% outside air? N 5 No Use Complex Systems (section 1430) Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidentlal Energy Code Compliance Forms Project Address Elwha Klallam Heritage Center The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no n.a.) HVAC REQUIREMENTS (Sections 1401 1424) I yeg yea n a yes yes p a yes yes I yes a n a yes yes yes l yes n a n a yes I n a i n a yes yes yea yes yes yes i n a n a 'n a yes 'yea a a a a a 1411 1 1412 1412.1 1412.2 1412.3 1412.4 1412.41. 1412.4.2 1412.5 1412.6 1412.7 1412.8 1422 1423 1413 (Air economizers 1413 1 Air Econo Operation 1413.1 Wtr Econo Operation 1413.2 Water Econo Doc 1413.3 Integrated operation 1413.4 Humidification 1414 Ducting systems 1414 1 Duct sealing 1414.2 Duct insulation 1415.1 Piping insulation 1416 1416.2.1 1416:2.2 3 Sys.Bal Func.Test 1416.2.4 Commissioning 1416.2.5 Comm. Report 1434 Separate air sys. 'S Mechanical ummary Form 1440 1441 1442 1443 1452 1452 1453 1454 1454 2006 Washington State Nonresidential Energy Code Compliance Form Code Section Component Information Required 1411 (Equipment performance 1411 4 'Pkg. elec. htg.& clg. 'List heat pumps on schedule 1411 1 (Minimum efficiency 'Equipment schedule with type, capacity efficiency 'Combustion htg. IHVAC controls Temperature zones Deadband control Humidity control Automatic setback Dampers. Optimum Start Heat pump control Combustion htg Balancing Ventilation Control Thermostat interlock Economizers Completion Requirements Service water htg. Elec. water heater Shut -off controls Pipe insulation Heat Pump COP Heater Efficiency Pool heater controls Pool covers Pools 90+ degrees If no is circled for any question provide explanation 'Indicate intermittent ignition, flue /draft damper jacket loss 'Indicate locations on plans I lndicate 5 degree deadband minimum I Indicate humidistat 'Indicate thermostat with night setback and 7 diff day types 'Indicate damper location and auto. controls max. leakage 'Indicate optimum start controls (Indicate microprocessor on thermostat schedule Indicate modulating or staged control Indicate balancing features on plans Indicate sealing necessary Indicate R -value of insulation on duct Indicate R -value of insulation on piping Indicate O &M manuals, record drawings, staff training (SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) Indicate R -10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control Indicate vapor retardant cover Indicate R 12 pool cover 1 Date I Location Building Department on Plans Notes M 0 2 M 0 2 M 3 0 M 0 2 M M 0 M 0 2 2 2 IM 3 0 Indicate demand control ventilation for high- occupancy areas 1M 3 0 Indicate thermostat interlock on plans IM 3 0 Equipment schedule IM 0 2 Indicate 100% capability on schedule 1M 0 2 Indicate 100% capacity at 45 degF db 40 deg F wb Indicate clg load water econoe clg tower performance Indicate capability for partial cooling 114 0 2 Indicate direct evap or fog atomization w/ air economizer 'M 3 0 IM 3 0 Commissioning Provide commissioning plan M 0 2 Indicate air and water system balancing functional testing M 0 2 M 0 2 Indicate requirements for prelim. final commissioning report JM 0 2 Indicate separate systems on plans Completed and attached. Equipment schedule with types, input/output, efficiency cfm, hp, economizer P 1 0 P 1 0 Revised July 2007 10/30/2009 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2000 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical General Requirements 1411 1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G If a nationally recognized certification program exists for a product covered in Tables 14.1A through 14 -1G and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings 225 000 Btufh (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings 225,000 Btufh (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0 75% of the input rating. 1411.2 Rating Conditions. Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer 1411.3 Combination Space and Service Water Heating For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991 Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of notiess than the following I EF I CAE 50 gal storage 1 0:58 1' 0 71 1 50 to 70 gal storage 1 0.57 1 0 71 1 70 gal storage 1. 0.55 1 0 70 1411.4 Packaged Electric Heating and Cooling •Equipment:.Packaged electric equipment providing both heating and cooling.with a total cooling capacity greater than 20 Btulh shall be a heat pump. Exception. Unstaffed equipment shaelters.oi cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone 1412.2 Deadband Controls: When used to control both comfort heating and cooling zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions. 1 Special occupancy special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141 4 if in the proposed building energy analysis, heating and cooling thermostat setpoints.are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year 3 Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off' HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6.826 Btu /h) or less may be controlled by readily accessible manual off-hour controls 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4 Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4 1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions. 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4 Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls. Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy. for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer b. Automatic modulating control of the outdoor air damper or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4 Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Alr Economizers 1413.1 Operation Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer at outside air temperatures of 45 F dry bulb /40 F wet -bulb and below For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception. Water economizers using air cooled heat rejection equipment may use a 35 F dry-bulb outside air temperature for this calculation. This exception is limited -to a maximum of 20 tons per building. 1413.2 Documentation• Water economizer plans submitted for approval shall include the following information: 1 Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number flow rate capacity entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation. Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions 1 Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling 2. Water cooled water chillers with waterside economizer 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1 Health care facilities where WAC 246 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225 000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4 Nonadiabatic.humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing- Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1 Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.0 or greater 1414.2 Insulation. Ducts and plenums that are constructed and function as part of the building envelope by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R 11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R 7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they 1 connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls. Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature Levels immediately before scheduled occupancy The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall Include microprocessor controls that minimize supplemental heat usage during start -up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btuth shall have modulating or staged combustion control. 000 EXCEPTIONS' 1 Boilers. 2. Radiant heaters. 1412.7 Balancing Each air supply outlet or air or water terminal device shall have a means for balancing including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1 Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14.5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5 Exceptions 1 Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3 Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation. Piping shall be thermally insulated in accordance with Table 14 -6 Exception Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAG 51 26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Compliance Option Alteration Exceptions (check appropriate box sec. 1132.3) Maximum Allowed Lighting Wattage Location (floor /room no.) E2 0 EXHIBITION HALL E2 0 OFFICES E2 0 RETAIL. E2 0 PHYSICAL THERAPY E2 0 CLASS ROOM. E2 0 SCULLERY 119 KITCHEN 128 EXEMPT PER 1512 1 #4 E2 0 ELECTRICAL 134 EXEMPT PER 1512 1 #5 From Table 15 -1 (over) document at exceptions on form LTG -LPA Proposed Lighting Wattage Location (floor /room no.) E2 0 E2 0 E2 0 E2 0 E2 0 52 0 E2 0 E2 0 E2 0 E2 0 E2 0 Project Address Applicant Name: Applicant Address: Applicant Phone: TYPE A3 TYPE A2 TYPE 82 TYPE C TYPE C3 TYPE F TYPE P2 TYPE G1 TYPE L 2006 Washington State Nonresidential Energy Code Compliance Form ELWHA XLALLAM HERITAGE CENTER 401 E. FIRST ST PORT ANGELES, WASHINGTON GENTRY ARCHITECTURE COLLABORATIVE 115 E RAILROAD AVE SUITE 308 PORT ANGELES, WA 350 -457 7550 New Building Addition Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) No changes are being made to the lighting Less than 60% of the fixtures new installed wattage not increased, space use not changed. Occupancy Description Fixture Description 3 LAMP LAY IN FLUORESCENT TROFFER. SIMILAR TO A3 EXCEPT 2 LAMP 48 2 LAMP ACRYLIC FLUORESCENT WRAP AROUND 1 LAMP FLUORESCENT DOWN LIGHT SAME AS C' FLUORESCENT WALL MTD STRIP EXEMPT PER 1512 2 #6 SIMILAR TO F EXCEPT 12 LONG. 48 2 LAMP WALL MTD. FLUORESCENTS TRACK MTD ADJUSTABLE FLOOD LT EXEMP PER 1512 2 #6 TYPE N' SURFACE MOUNTED VANDAL RESISTANT FLUORESCENT PENDANT MOUNTED FLUORESCENT Totalfipposed Watts may not exceed Total Allowed Watts for Interior ti Number of Fixtures 50 14 11 2 3 6 3 IDate For Building Department Use Allowed Watts per ft Area in ft 2 00 2835 0 1 00 909 0 1 50J 1395 0 1 00 1511 0 1 201 2571 0 Total Allowed Watts! Watts/ Fixture 93 62 62 33 33 0 0 0 0 0 18 0 62 0 3 44 0 12 228 0 Total Proposed Watts! Revised July 2007 10/28/2009 Allowed x Area 5670 0 909 0 2092 5 1511 0 3085 2 13267 7 Watts Proposed 4650 0 868 0 682 0 66 0 99 0 108 0 186 0 132 0 2736 0 9527 0 Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if k lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. offs/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and pecified in Section 1530. For hard -wired ballasts only the default table in the NREC Technical Reference Manual For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, rent limiting devices or of the transformer For exempt lighting, note section and exception number and leave Watts /Fixture blank. Qualification Checklist Lighting Note: if occupancy type is "Other" and fixtures: fixture answer is checked, the number of (Section fixtures in the space is not limited by Code. 1521 Clearly indicate these spaces on plans. If notquaUtled, do LPA Calculations. Interior Lighting u -(back) 2006 Washington Sate ivonresldential Energy Code Compliance Fors Prescriptive Spaces 2006 Washington State Nonresidential Energy Code Compliance Form Occupancy Warehouses, storage areas or aircraft storage hangers ')Other Checkif95% or more of frxtures:compiy with 1.,2 or 3 and.rest are ballasted. 1 Fluorescent fixtures which are non lensed with a) 1 or 2 two larrips, b)- reflector or louvers, o) 5-60 watt T 1 T -2, T -4 T -5, T-8 lamps, and d) hard -wired oleo tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify 2. Metal Halide with a) reflector bl ceramic MK lamps r_ 150w c) electronic ballasts 3. LED lights. TABLE 151 Unit Lighting PowerAllowance (LPA) 1 Use' {LPA` (Wfsf)1 Use' Automotive facility 0.9 Office buildings, office /administrative areas in 1 Convention center Courthouse Cafeterias, fast food establishments' restaurants/bars' Dormitory Exercrse center I. Gymnasia', assembly spaces' facilities of other use types (including but not limited to schoois, hospitals, institutions, museums, banks, churches)'• 1.2 I Penitentiary and other Grouo 1 -3 Occupancies 1.2 Police and fire stations' 1.3 Post office 1.0 1'0 I Health care clinic 1 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 'Hotel /motel 1 1 0 I 1 Hotel banquet/conference /exhibition hall 2.0 I Laboratory spaces (all'spaces not classified' 1.8 'laboratory". shall meet office and other appropriate categories) Laundries 1.2 Libraries' 1 1.3 1 Manufacturing facility I 1.3 I Museum 1 1 Footnotes for Table 15 1 1.0 1.0 1.2 Retail' retail banking, mall concourses, wholesale stores (pallet rack shelving) School buildings (Group E Occupancy only), school classrooms, day care centers Theater, motion picture Theater,.oerforminq arts Transportation Warehouses storage areas Workshops Parking garages 1 Plans Submitted for Common Areas Only' 1 Main floor building lobbies' (except mall concourses) Common areas, corridors, toilet facilities and washrooms, elevator lobbies Re ised July 2007 1 LPA` (Wfsf) 1.0 1.0 1.0 11 1.5 1.2 1.2 1.6 10 0.5 14 0.2 1.2 0.8 1) In cases in which a general use and a specific use are listed, the specific use shall apply In cases in which a use is not mentioned specifically the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices than 150ft with full 'height partitions, a Unit Lighting Power Allowance of 1 10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window provided that the display window is separated from the retail space by walls or at least three quarter- height partitions (transparent or opaque). and lighting for free standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Exterior Lighting-Sumrnary LTG -EXt 2000 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description 1 Compliance Option Building Grounds (luminaires 100 Watts) Alteration Exceptions (check appropriate box sec. 1132.3) Tradable Maximum Allowed Lighting Wattage Tradable Locations Uncovered Parking and drives Main Entry Other Entries Canopies and Overhangs B2 82 E2 1E2 Tradable Proposed Lighting Wattage 'Location 1 Fixture Description 1 E2 0 TYPE D .ROUND RECESSED FLUORESCENT TYPE DE .SIMILAR TO D EXCEPT W/1 LAMP INV' TYPE H INGROUND ADJUSTABLE UP LIGHT 0 0 0 0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts' Non Tradable Maximum Allowed Lighting Wattage Non Tradable Locations Bldg. Facade (by perim) 'BUILDING FACADE 1 2006 Washington State Nonresidential Energy Code Compliance Form P lot Addres: ELWHA KLALLAM HERITAGE CENTER Name 401 E FIRST ST PORT ANGELES, WASHINGTON GENTRY ARCHITECTURE COLLABORATIVE Appl. Name 115 E RAILROAD AVE Appl. PhOnE 350 -457 7550 New Addition Q Alteration El plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. 1 Lighting Power Allowance L Efficacy 60 lumenslW Controlled by motion Sensor 1U Exemption (list) No changes are being made to the lighting Less than 60% of the fixtures new, installed wattage not increased, space use not changed. Description 'PARKING AND DRIVES 'MAIN ENTRY 'OTHER ENTRIES 'CANOPIES AND OVERHANGS TYPE I GROUND MOUNTED ADJUSTABLE FLOOD LT TYPE PL POLE MOUNTED M8 PARKING LOT FIXT 1 Description Non Tradable Proposed Lighting Wattage Location Fixture Description Bldg. Facade (by perim) 'TYPE J' EXTERIOR WALL MOUNTED FLUOR. Bldg. Facade (by perim) 'TYPE 'K' WALL MOUNTED FLAT LENS FIXT Proposed Watts may not exceed Allowed Watts for Category SUITE 308, PORT ANGELES WA Revised July 2007 'Date 10/2812009 1For Building Department Use 0 Systems Analysis Allowed Watts Area (ft), perimeter per ft or per If Of) or of items 1 0.15 W/ft2 1 8600 01 30 WILF of door widt 6 01 20 WILF of door widt 6 O' 1.25 W/ft2 I 368 01 Total Allowed Wattsl Allowed Watts x ft (or x If) 1290 01 180 0 120 0 460 O' 2050 01 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used. Number of Fixtures Allowed Watts per ft or per if 5.0 W /If Number of Fixtures 21 21 41 10 5 1 51 51 Watts/ Fixture 44 0 44 0 77 0 39 0 210 0 Watts Proposed 88 0 88 0 308 0 390 01 1050 O' 1924 01 Area (ft perimeter Allowed Watts (If) or of items I x ft (or x If) 381 01 Watts/ Fixture 44 01 210 01 1 1905 O' 1 Watts Proposed 220 0 1050 0 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Non Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the `Tradable Surfaces section of this table.) TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Uncovered Parking Areas Parking lots and drives Building Grounds Walkways less than 10 feet wide Walkways 10 feet wide or greater Plaza areas Special feature areas Stairways Building Entrances and Exits Main entries Other doors 1 Canopies and Overhangs Canopies (free standing and attached and overhangs) Outdoor Sales Open areas (including vehicle sales lots) Street frontage for vehicle sales lots in addition to open area allowance Building Facades Automated teller machines and night depositories Entrances and gatehouse inspection stations at guarded facilities Loading areas for law enforcement, fire, ambulance and other emergency service vehicles Material handling and associated storage Drive -up windows at fast food restaurants 1 0.15 Wfft` 1.0 W /linear foot 0.2W /ft 1.0 W /ft 30 W /linear foot of door width 20 W/linear foot of door width 1.25 W /ft' 0.5 W /ft 20 W /linear foot 0.2 Wilt for each illuminated wall or surface or 5.0W /Iinear foot for each illuminated wall or surface Length 270 W per location plus 90 W per additional ATM per location 1.25 Wife of uncovered area (covered areas are included in the `Canopies and Overhangs' section of "Tradable Surfaces') 0.5 W /ft of uncovered area (covered areas are included in the `Canopies and Overhangs' section of "Tradable Surfaces') 0.5 W /ft 400W per drive through Parking near 24 -hour retail entrances 800 W per main entry Revised July 2007 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK The following information is necessary to check a permit application for compliance with the lighting, motor and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability I Code I (yes, no, n.a.) Section Component Information Required LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Ichedule with type, indicate locations a. a 1513.2 Area controls 'Maximum limit per switch 1513.3 Daylight zone control 'Schedule with type and features, indicate locations yes vertical glazing 'Indicate vertical glazing on plans 1•a overhead glazing 'Indicate overhead-glazing on plans a• a 1513.4 Display/exhib/special 'Indicate separate controls Project Address ELWHA ELALLAM HERITAGE CENTER 2006 Washington State No sidential Energy Code Compli Forms Revised July 2007 yea yes yes 2006 Washin•ton State Nonresidential Ener Code Com•liance Form 1513.5 Exterior shut-off (Schedule with type and features, indicate location '(a) timer w /backup Indicate location '(b) photocell. Indicate location 1513.6 linter auto shut -off (Indicate location 1513.6.1 1(a) occup. sensors 'Schedule with type and locations 1E2 1513.6.2'(b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1 1513.7 Commissioning 'Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 'Max. watts 'Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes I 1531 'Interior Lighting 'Completed and attached. Schedule with fixture types, Summary Form lamps, ballasts, watts per fixture yes 1532 !Exterior Lighting 'Completed and attached. Schedule with fixture types, Summary Form tamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 'Elec motor efficiency 1MECH -MOT or Equipment Schedule with hp rpm, efficiency 1 TRANSFORMERS (Section 1540) 1540 (Transformers 'Indicate size and efficiency if 'no' is circled for any question, provide explanation 'Date 10/28/2009 Location 1 Building Department on Plans Notes 1E2 0 1E2 0 1 Lighting General Requirements 1513 Lighting Controls' Lighting, Including exempt lighting in Section 1512, shall comply with this section Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1 Where automatic time switches are cited they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility Each space enclosed by walls or ceiling height partitions, shall be provided with lighting controls located within that space The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1 Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4 Controls for safety hazards and security 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a 20 ampere circuit loaded to not more than 80% A master control may be installed provided the individual switches retain their capability to function Independently Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1 Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control. All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not Include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter stiall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by -walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display Exhibition and Specialty Lighting Controls: All display exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight Is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either' a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety security or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic Controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling height partitions, and all meeting and conference rooms, and all school classrooms shall be equipped with occupancy sensors that comply with Section 1513.6.1 For other spaces, automatic controls may be an occupancy sensor time switch or other device capable of automatically shutting off lighting. EXCEPTIONS 1 Areas that must be continuously illuminated (e.g. 24 -hour convenience stores), or 2006 Washin ton State Nonresidential Ener• Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonr sidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4 Hospitals and laboratory spaces. 5. Areas In which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights In an area, no more than 30 minutes after the area has been vacated Light fixtures controlled by occupancy sensors shall have a wall mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION. Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches. Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday 'shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being Illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated' and e. controls an area not exceeding 5,000 fi or 5% of the building footprint for footprints over 100,000 ft whichever is greater 1513.7 Commissioning Requirements• For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs Exit signs shall have an input power demand of 5 Watts or less per sign. Motors General Requirements 1511 Electric Motors. All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437 EXCEPTIONS. 1 Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers General Requirements SECTION 1540 TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class 1 Efficiency Levels for distribution transformers specified in Table 4 -2 of the 'Guide for Determining Energy Efficiency for Distribution Transformers published by the National Electrical Manufacturers Association (NEMA TP 1 2002). TO ORT NGELts W A S H I N G T O N U S A COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT DATE October 22, 2009 Kers Clausen 1808 W 5th Street Port Angeles FROM Jim Lierly Building Inspector, Plan Reviewer Community Economic Development Department SUBJECT Plan review corrections The following are required to complete the plan review for your project. 1- Provide electncal lighting and energy code compliance from the WSU energy code. Approved methods by Washington State Energy Code, Ventilation and Indoor Air Quality Code. One of the common forms or programs used is "MECCHECK" 2- The kitchen mechanical drawings are allowed to be deferred. However it will require an additional application and fee for this process. Please understand that the deferred submittal will in no way alleviate any applicable code requirements. 3- Economizers shall be required per code 4- Smoke detectors shall be required and installed per 2006 IMC for all air handlers 2000 CFM or greater 5- All gas fuel appliances shall have combustible air and venting per the 2006 IFGC and 2006 IMC Also appliances shall have proper safety items such as cut offs, flexible extensions and restraints Per 2006 IFGC /IMC 6- Floor drains shall be provided in restrooms. In the event of infrequent use, trap primers shall be required. 7- All Restrooms shall be required to have non absorbent surfaces as per 2006 IBC 8- Your facility shall be ADA compliant. Please provide a detail for tactile signs and there location. Provide a detail for door actuators all doors shall swing out toward the exterior Provide ADA hardware details. 9- An ADA compliant high low dnnking fountain shall be required. 10- Exit signs and emergency lighting shall be required provide clarification on plans for the location of these items. 11- What type of door hardware will be provided? 12- Educational uses will result in different code requirements, what is the intent? rt. 13- Public works shall require right of way use permit for LPG tank location. 14- Any signage shall require a separate permit. 15 Door and window schedule may require tempered safety glazed glass near walking surfaces please verify 16- How is trash receptacle to be accessed? Provide placement details. 17- An application for ORCCA is required. If this item is already approved, provide a copy for our records. 18- For the educational portion of this facihty, if being licensed by the State Electrical plan review shall be required. 19- In the carving portion of the building is a dust collection system to be provided? 20- Interior finish shall meet or exceed the flame spread and smoke develop standards as provided in the 2006 IBC 21- Any roof drains shall be sized if applicable Provide details for storm water drainage of the building. 22- If a spnnkler system is provided for landscape a back flow device shall be required. Permitted by public works. Please provide response or clanfication to the above items Some items may require more intensive review once responses have been received. Thank you for your attention to these items. A through response will assure a more timely review Jim Lierly City of Port Angeles Building Inspector �herly @City of Port Angeles 360 808 -0534 4‘.11-NclAto 0-*-171- rftWk 17WG5, 1 •(=pz 1k..( Vr(f 3 i--W 1 4-4 Ct�' PLt cue_. Q0t kk) ECA-0 1 et) oct L k p if- 1' .t- 2a)(49 144.1 coo i STOIR4GE J4N!TOF. L133 cD WOMEN f'2 r s i o #41 7 LA- II At-t- Ccor STOIRALIE JANITOR [1_33J e0" RESTIR W3) 1' 70" N. il GC4LE 1/4" V-0" 7 10 03 (bS^41...kt c )LA t• e ev._ 6 i&__ INA-N4 Ce,....) Iv4t, J- Gt 4.t., tf__ i(29e I I- it 07 2 647 9 1 51-v,ell U tdvl_ta 6, le:4--, Au,- _Eroily --L- G,3 11vicci irctt VIN.0(e t i C424-06 60 1 44‘. OC 4 k t t. A CU-4. 1"440 P4 Cattve ww. t/314.4(i 1 A I. -AN. t ,9 N ,I.: 4.---, !,5i, I A, SN I x A., J A, I •fr 'CC? CAti "1 -4 /4 7 _5 p LI <7T m SIFJ4 T7e ppAy_ 2)&e. &vice_ e4_7( 411 CIAO rt° 30_ epit-ea 14444 ara. —eirk c44e Dec- ___typtuAtV Adts I -T >1 Lpf.„ _Ft_eko 7 /ff_ 6 Tsp Mat 441 4. 0 -S4 4. I�J te(2)_k__t, _oat 1-ce. tA4_1,1 td 1 k 4-1-ei Stia. It -p.44 0(./643. t1114.0 1 ,),:76 -4 -4 413%,j —7 1 6 1 "c ..404 CAU'it CV1khrt C4.74:43 r\ __AA‘xt. •f ,fr-Sea t jos4L, ett4.1 I it )-ASJJ .t kj..5.5sAt'r x\z-yvl 0•2 0) Jog _1 ---2.--)36 1 f 1 r 47- c■4 p.o LA (.1, r 1 .1 CZ11. hi+ TRANSMITTAL TO Jim Lierly City of Port Angeles PO Box 1150 Port Angeles, WA 98362 Phone: (360) 417 -4816 Fax: (360) 417 -4711 DATE. October 20, 2009 PROJECT Elwha Klallam Heritage Center Job 2007 -0004 We are Transmitting: Herewith ISSUED FOR. Bid Estimate VIA. Mail Fax Quantity Identification 1 each Mechanical drawings M -0 1, M -0.2, M -3 0, M -3 1, dated 10Aug09 REMARKS: As requested. CC• File michael @gentryarchitecture com carol @gentryarchitecture.com www.gentryarchitecture.com A PROFESSIONAL LIMITED LIABILITY COMPANY Under Separate Cover Construction Record Courier By Hand RECEIVED Approval Review Overnight Sent by Carol Gentry ENTRY ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115 E RAILROAD AVE. SUITE 308 PORT ANGELES, WA 98362 0 360 457 7550 F 360 457 2929 OCT 2 0 2009 CiTY t� POriT ANGELES O /pf'►� BALDING DIVISION vv Description Stamped by Tom Pressler of Pressler Eng ineermg s sue fete K0-) 16 S Q /(1V JT Won+ (t e Ss vty P e/if Th d Oc o,, 111s s 01 BLANK 02 BLANK 0 3 BLANK 0 4 it PHASE CONSTRUCTION NOTES 0 INSTALL SIGNAL POLES WITH MAST ARMS. GENERAL NOTES 1 FOR ADDITIONAL DETAILS SEE SHEETS S -2, S -3 BLANK 05 06 BLANK 07 j 0 8 1 SEQUENCE 12" 12 12" 12 HEADS 41 42 61 62,63,64 81,83 0 O SIGNAL DISPLAYS LEGEND 0 TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX EXISTING SIGNAL CONTROLLER CABINET TO BE RELOCATED MOUNTED ON SIGNAL POLE 0 PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD SIGNAL POLE AND MAST ARM PRE- EMPTON INDICATOR LIGHT PRE- EMPTION DETECTOR POLE NOTE A WIRE NOTE O CONSTRUCTION NOTE CONTROLLER CABINET 12" 12 HEADS 48,49 66,67 68,69 88,89 (LED) PRELIMINARY NOT FOR CONSTRUCTION 1ST OVERHEAD INTERCONNECT Peabody 1st Street Intersection Scale 1" 10' S -1 Q CC k. CD O C A '4- q 1 Q °STO 12 (n i g N as a a W Ligg h O I cO V m 10 .A..1.11 1. jaNtia, On% f f- V TAN 1 \/%1 3 t i -r- 1 1 5 e'l 1 Nil...LP Oa' e,ST-' 7 Tc J .11100 ii■ st VP* k\..Vg.44.PA- DRAIN J 1 I 1 11.1. l:.1 1 i i N, I ,'4' e...1') -VA ii:It. s. NTT k f.TO Tr'r,(* 1 .1 ,...1,4 ‘`t6C S 1 I 1A l 1 is. 1 I 117_M s r 01 .12;1 -.A-47.3 P '7" r-Nr.---'' --t t-tro,,..i 7-2- I 4 t 1 1 I ,4 —.....1,.....aWs.",i_N„,-„SZA)... n_i!..%! t-si 1. ..___ILJ ft%(....0 44c. t.- /N i V '..:1". 1 L .11. .S.. k.---3. Ve r- -A.31 \:.M.g.:- L .St,t-LPF 4 fin.ays.kr. __141-in QS- 4t■IITARY SEWER CLEANatt Lcizr,._%clx.clt"; V !P 1. J PL.„1 1. i r i• 1 2 V 5 '',.:,,l tt -Ai es e i PI q C. Cr■ f 1,1 0 PM.. -I 1 .1!.... II n f.:-7.-2. t.p,, A v.; r (4: k ii fil ti c.: 0 1/1 1 1 ir•IA 1 c iLIS-rat..S.I__41 11 i V- 1(1 ..,i, ___Itts_...1'... l'0,tilig...._%.110 ‘0 r a' I VYtts510-14-1 1,,.. i 4 o 1 ._:_r_cltt.rit.L1 W_Ct_4 c.. e I- (i- 17 1 -K.!) o=••■ ,e* Al 1 i L.1 C 'h' ir.t CV ,,-4 t! 1 g 1 1 ,i \r• .4., FOR NEW SIGNAL LIGHT IN_ /:_')l LOCATE CONTROL PANEL I 4 IL 4 1 i LANr5CAPED AREA r f 1 Nt 1•Nr- \(n\ 1.4A,; 71 LAC...N:2) tt/t4L S: 1 I e t 1 i r i. C: ""r I tarl" TRANSMITTAL TO. Jim Lierly City of Port Angeles, PO Box 1150 Port Angeles, WA 98362 Phone: (360) 417 -4816 Fax: (360) 417 -4711 DATE. October 15, 2009 PROJECT Elwha Klallam Heritage Center Job 2007 -0004 We are Transmitting: Herewith ISSUED FOR. Bid Estimate VIA. CC. File michael @gentryarchitecture com carol @gentryarchitecture.com www gentryarchitecture.com A PROFESSIONAL LIMITED LIABILITY COMPANY Mail Fax Quantity Identification 1 each 1 Drawings P -1 0 and P -2.0 1 1 REMARKS. As requested. Under Separate Cover Construction Record Courier By Hand RECEIVED OCT 15 2009 CITY �LDING ES DIVISION Approval Review Overnight Description ENTRY ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115E RAILROAD AVE SUITE 308 PORT ANGELES WA 98362 O 360 457 7550 F 360 457 2929 Yh Sent by Carol Gentry CONSTRUCTION NOTES 0 INSTALL SIGNAL POLES WITH MAST ARMS. 0 1 BLANK BLANK 05 1 2 BLANK 03 BLANK BLANK 07 04 08 1 GENERAL NOTES 1 FOR ADDITIONAL DETAILS SEE SHEETS S -2, S -3 PHASE SEQUENCE 12 0 0 12 12 12 HEADS 41 42 61 62,63 64 81,83 TYPE 1 TYPE 2 O TYPE 3 A O SIGNAL DISPLAYS LEGEND JUNCTION BOX JUNCTION BOX JUNCTION BOX EXISTING SIGNAL CONTROLLER CABINET TO BE RELOCATED MOUNTED ON SIGNAL POLE 0 PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD SIGNAL POLE AND MAST ARM PRE- EMPTION INDICATOR UGNT PRE- EMPTION DETECTOR POLE NOTE WIRE NOTE CONSTRUCTION NOTE I CONTROLLER CABINET 12 HEADS 48,49 66 67 68 69 88,89 PRE !NARY NOT FOR CONSTRUCTION r EXIST OVERHEAD INTERCONNECT EXIST 6 WATERLINE THE VERTICAL CLAr ENCE OF THE INTERCONNECT ,HALL BE NO LESS THAN i8 FEET 41 Peabody_ 1st Scale V' 10' 7-89, MONL'MEN r 'STAT /O l 2 +90 K vat=' tree EXIST 6" WATERLINE 2 0 81 EXIST 6 S1 ?RIO LIKAIN Pea''ody Street 0 O T N ntersection WIRE NOTE FOR WIRE NOTE NO 5 11 POWER SUPPLY FOR SIGNAL SHALL BE A CONTINUO4 RUN WITH NO JUNCTION 30X, UNLESS THEY ARE ON THE SECONDARI SIDE OF THE SERVICE EQUIPMENT AND PROTECTED BY OVER CURRENT DEVICE. 0 EXIST 6 WATERLINE L IST STREET LIGHT 1, EXIST 8 STORM DRAIN EXIST FH ASSY 3 EXIST SIGNAL POLE ANCHORS TO BE REMOVED (TYP WO 2.. z4 e ,6, —Z S CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5` Street, Port Angeles, WA 98362 Application Number 09 00000906 Date 10/13/09 Application pin number 556074 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Tenant nbr name ELWHA KLALLAM HRTG CNTR Application type description FIRE SPRINKLER SYSTEM Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 41750 Application desc INSTALL A FIRE SPRINKLER SYSTEM Owner Contractor LOWER ELWHA KLALLAM TRIBE EMERALD FIRE LLC ATTN DONNA LUCAS 11021 CRAMER RD KPN 2851 LOWER ELWHA RD GIG HARBOR WA 98329 PORT ANGELES WA 98363 (253) 857 2056 (360) 452 8471 Structure Information 000 000 INSTALL A FIRE SPRINKLER SYSTEM Permit FIRE SPRINKLER COMMERCIAL Additional desc INSTALL FIRE SPRINKLER SYSTEM Permit pin number 152876 Permit Fee 589 45 Plan Check Fee 383 14 Issue Date 10/13/09 Valuation 41750 Expiration Date 4/11/10 Qty Unit Charge Per Extension BASE FEE 417 75 .17 00 10 1000 THOU BL -25 001 50K (10 10 PER K) 171 70 Permit PLUMBING PERMIT Additional desc BACKFLOW PREVENTION Permit pin number 152884 Permit Fee 65 00 Plan Check Fee Issue Date 10/13/09 Valuation Expiration Date 4/11/10 Special Notes and Comments A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers A full acceptance test will be required for the fire sprinkler system Call for cover inspection for all sprinkler installations 00 0 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 15 0000 EA PL- BACKFLOW PROTECTION 2 15 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and exammcd this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. I a-hhy, N+ 1 1 _rum e 15 d erg A 4 'C,C ryv- l of Signature of Contctor or Authorized Agent Date Signature of Owner (if Owner is builder) Date Call 360 417 -4655 for fire inspections Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final GENERAL COMMENTS FIRE PERMIT INSPECTION RECORD Date Passed Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 psi psi Application Number Application pin number Ron Becker Backflow Inspector Phone (360)417 4886 E mail rbecker @cityofpa us Fax (360)452 4972 Fee summary CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5`h Street, Port Angeles, WA 98362 09 00000906 556074 Special Notes and Comments Any and all contractor(s) and subcontractor(s) doing work under this permit in the City Right of Way is required to provide written documentation that the City has been named as an additional insured Building Fire system water line connection to City water main requires a Public Works inspection prior to back fill of ditch 48 hour advance notice is required A traffic control plan must be approved in advance Only City approved contractor is quilified to perform the hot tap on the water main September 4 2009 7 26 16 AM rbecker When installing a closed fire system you need to install a double check backflow assembly Contact me about the type of double check you plan on installing so I can let you know if it is on the state approved backflow list Charged Paid Credited Page 2 Date 10/13/09 Due Permit Fee Total 654 45 654 45 00 00 Plan Check Total 383 14 383 14 00 00 Grand Total 1037 59 1037 59 00 00 This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date FIRE PERMIT INSPECTION RECORD Call 360 -417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover, insulate or conceal any work before inspected and accepted. Post permit in a conspicuous location. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection/pressure test Tank (container) inspection Appliance inspection LP -gas final GENERAL COMMENTS Date Passed 1 /6/10 UNDERGROUND STORAGE TANK (UST) ABANDONMENT Removal of flammable /combustible I.qu,ds Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final RDDoi4'iI per:rt.L per Dan Mc gee), I Completed by Contractor- Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 r C) ITT psi psi A PREPARED 10/12/09, 16 49 58 PAYMENTS DUE RECEIPT CITY OF PORT ANGELES PROGRAM BP820L APPLICATION NUMBER 09- 00000932 401 E 1ST ST "FEE DESCRIPTION AMOUNT DUE PLAN CHECK FEES BUILDING PERMIT COMMERCIAL MECHANICAL PERMIT PLUMBING PERMIT STATE SURCHARGE TOTAL DUE 149 24 1711 01 167 05 293 00 4 50 2324 80 Please present this receipt to the cashier with full payment (10/9/2009) Linda Pangrle Re Fire Sprinkler permit for LEKT Heritage Center Page 1 From Roger Vess To: Steve Sperr Date: 10/9/2009 12 48 PM Subject: Re Fire Sprinkler permit for LEKT Heritage Center CC: Linda Pangrle, Sue Roberds Linda, Public Works has approved permit #09 -906, please make sure they read the plan review comments Roger Steve Sperr 10/9/2009 11 39 AM Roger, Please approved the referenced permit in HTE While we have not worked out all the details of this project, the fire sprinkler stuff is OK to approve Thanks 11 James Lierly RE EKHC TI Permit Page 111 4 From James Lierly To Michael Gentry Date 10/6/2009 8 05 AM Subject: RE EKHC TI Permit Thanks Mike, I have put this in the hands of the contractor who called, I have asked him to contact you and let me know I explained that I could meet anytime except 2.30 -3.30 I don't have time to set this meeting up but will be able to attend if it is preassembled. Jim Lierly Building Inspector City of Port Angeles 360 417 -4816 jlierly @cityofpa.us 'Michael Gentry' <michaeMaentrvarchitecture.com> 10/5/2009 8:33 PM Jim, Thanks. I'm available tomorrow to do this. What time is good for you? M.G. Michael T Gentry AIA Gentry Architecture Collaborative 115 E. Railroad Ave. Suite 308, Port Angeles, WA 98362 Ph 360 457 7550 F 360 457.2929 M 360 461.2690 michaek oentrvarchitecture .com Original Message From James Lierly rmailto.Jlierlvecitvofoa.usl Sent: Monday October 05, 2009 5 10 PM To. Kers Clausen Cc: 'Michael Gentry' Subject: Re: EKHC 11 Permit Thank you Mr Clausen for your email. I have spoken with Mr Gentry last week and explained that the last permit phase submitted was incomplete. The review is on hold until the plans are complete. These items are required as follows but not limited to. Mechanical, Complete kitchen details. Please submit three complete sets, one shall be wet sealed and the others may be copies I was contacted by a contractor today that has some questions. I suggested that he arrange a meeting with Mr Gentry and myself to go over some items of concern. We are willing to assist in anyway we can, but are limited until the full scope of the project phase is submitted. Thank you for your timely care in this matter Jim Lierly Building Inspector City of Port Angeles 360 417 -4816 ilierlvCalcitvofoa.us 09/23/2009 07 34 4579270 City of Port Angeles Per nit Applir,ation Building DivisionlElacfilod I q pe ctions 321 East Fifth Strad P.Cr. F y t 1150 Port Angeles Washington, 913 i2 Ph: (360) 4174735 Fax: (150) 4174711 Date: /D a '2" 1 2 Single Famihi D idling Multl- Family or Comm !rcial' X Commercial Additinn 1 Fiterltior 1 F:emodel Repair° Plan Review May BO ft9l uired, PIE Isi," Cori:plate Electrical Plan R view Info Sheet Job Address: GJ E l S G'' /011 h e c /tq Building Square Footage V Description of above s't 0 0 2Cu4 r IZ ref f i 4 Owner Information ,��I:/k R.,1 P Contrac:o nformation Name: +<e. 4 l u1 l Trr, be.. Name: 6 t e C 1-1,e, Mailing AddreS it:: L a+;L Mailing, ss: ,oZ .3.0 l' City' state: lk, r 01. Zip: 3 b 4 3 City State: ip c: b g Phone: 1 6024 y 7? ax: Phone: /.S 7 Fax: License Exp. License Exp. j'SC unit Charge Q11 Total (Lily Multiplied by Unit Charge) S 93.75 Servk elFeek r 7.00 Amp. $113.75 Service/Feeder 201 -400 Amp. $160.00 Service/Feede r 401 -600 Amp. $205,00 Serviceifeedr 601 -1000 Amp. $291.25 Service/Feede over 1000 Amp. 2.00 Branch Circuit W/ Service Feeder 57.50 $,,,50 Branch Circuit W/O Service Feeder 2.00 60 Each Additioru 4 Branch Circuit 72.50 Temp. Service Feeder 200 Amp. 86.25 Temp. Service 'Feeder 201 -400 Amp. $116,25 Temp. Service Feeder 401 -600 Amp. $13125 Temp. Service Feeder 601.1000 Amp. 75.00 Portal to Porta Hourly 69.00 Sign/Outline Li lhting 75.00 Signal Circuit/ imited Energy Commercial 50.00 Signal Circuit/ .imited Enertpr 1 2 Family Dwelling 50.00 S Signal Circuit/ I invited Energy Mu1ti Dwelling S 93.75 Manufactured 1 tome Connection 80.00 Renewable Ele :tricot Energy SKVA System or Less 85.75 First 1300 Squ re Ft. 27.50 Each Additions 500 Square Ft. or Portion of 57.50 Each Outbuildii lg or Detached Garage 86.25 Each Swimmin 1 pool or Hot Tub 43.75 Thermostat $43 Total R'ECE lYED QCT 7 2009 ELECTRICAL INSPECTIONS PAGE 01 Owner as defined by RCt4 1 2 t ?61: will occupy the structure for two years after this electrical permit is finalized (2J Owner is requ/real to hire an electrical Contrauoril abbey!! s, d r ',welt' '/s 4brsaki; tent or lease After reading the above atattum n t, t Not p crrtify that 1 am the owner of the above named property or a licensed electrical contractor.1 am maids) the electrical Inet Harlon or alteration In cot Il lance wit the electrical Iawa, N.E.C. RCW. Chapter 19.28, VAC, Chapter 296.4613, The City of Port Angeles Munn:ipal Coda, and Utility Specifcations. Signature of owner, oIectrIei a tractor o• electrical administrator l( Cash Cheer I�L Cmdll Card Clausen S RpAcnii[rM Engineers, [nc WB Memorandum L02 To Jim Lierly Port Angeles Building Department cc Mike Gentry From Kers Clausen Project: Elwha Klallam Heritage Center RE Tenant Improvement Permit Permit No 09 -932 Phase 3B 401 E First Street We are proceeding with a fast track project at 401 East First Street in Port Angeles This is a building restoration project that will add another element to the City of Port Angeles We are grateful that the Port Angeles Building Department helped us get the first phase of this project started on schedule by expediting our building shell permit. We need your help in expediting permits for the next phases of construction so we can continue on schedule We are nearing completion of the building shell and wish to begin fire sprinkler work and tenant improvement work in two weeks This project has been broken up into phases as outlined on the Title Sheet AO 0 of drawings prepared by Gentry Architecture Collaborative Mike Gentry is the Architect of Record Clausen Engineers represented by me is the Structural Engineer of Record and Project Manager for construction of this project. A schedule of phasing and permit activity follows PHASE 1A PHASE 1C PHASE 2 PHASE 3B PHASE 5 PHASE 4 PHASE 6 PHASE 7 Please advise what we can do to help the plan review process. W124200\2421 21 L002. wpd Building Shell Sitework Fire Sprinklers Interior T I s HVAC Plumbing Electrical Kitchen Equipment Artwork Email jlierly @cityofpa us Email Date Job No michael @gentryarchitecture com October 5 2009 24212 Permitted and under construction Awaiting Permit from City of PA, Meeting 10/09/09 Awaiting permit from City of PA Awaiting plan check response Permitting included with PHASE 3B Design underway will apply for permit 10/20 Design underway will apply for permit 10/30 Design underway 115 Railroad Ave Suite 308 Port Angeles Washington 98362 (360)452 3223 (360) 457 2929 fax Page 1 of 1 connection to or concurrently with the work authorized by a building permit shall not relieve the applicant or holder of the permit from the payment of other fees that are prescribed 'by Iaw 108.6 Refunds. The building official is authorized to establish a refund policy SECTION 109 INSPECTIONS 109.1 General. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordi nances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of thelurisdiction shall not be valid. It shall be the duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. 109.2 Preliminary inspection. Before issuing a pernut, the building official is authorized to examine or cause to be exam- ined buildings, structures and sites for which an application has been filed. 109.3 Required inspections. The building official, upon noti- fication, shall make the inspections set forth in Sections 109 3 1 through 109 3 10 109.3.1 Footing and foundation inspection. Footing and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed m accordance with ASTM C 94 the concrete need not be on the job. 109.3.2 Concrete slab and under -floor inspection. Con- crete slab and under floor inspections shall be made after in -slab or under floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor 109.3.3 Lowest floor elevation. In flood hazard areas, upon placement of the lowest floor including the basement, and prior to further vertical construction, the elevation certifica- tion required in Section 1612.E shall be submitted to the building official 109.3.4 Frame inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fireblocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough elec trical, plumbing, heating wires, pipes and ducts are approved. ADMINISTRATION 109.3.5 Lath and gypsum board inspection. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior is in place, but before any plastering is applied or gypsum board points and fasten- ers are taped and finished. Exception. Gypsum board that is not part of a fire- resis- tance rated assembly or a shear assembly 109.3.6 Fire resistant penetrations. Protection of points and penetrations in fire- resistance rated assemblies shall not be concealed from view until inspected and approved. 109.3.7 Energy efficiency inspections. Inspections shall be made to determine compliance with Chapter 13 and shall include, but not be limited to inspections for envelope insulation R and U values, fenestration U value, duct system R value, and HVAC and water heating equipment effi ciency 109.3.8 Other inspections. In addition to the inspections specified above, the building official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the department of building safety 109.3.9 Special inspections. For special inspections, see Section 1704 109.3.10 Final inspection. The final inspection shall be made after all work required by the building permit is com- pleted. 109.4 Inspection agencies. The building official is authorized to accept reports of approved inspection agencies, provided such agencies satisfy the requirements as to qualifications and reliability 109.5 Inspection requests. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. 109.6 Approval required. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official The building official, upon notification, shall make the requested inspec tions and shall either indicate the portion of the constriction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. SECTION 110 CERTIFICATE OF OCCUPANCY 110.1 Use and occupancy No building or structure shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a viola- 2006 INTERNATIONAL BUILDING CODE 7 (9/11/2009) Linda Pangrle Re Elwha Klallam Heritage Center Phase 3B Page 1 From Linda Pangrle To: Carol Gentry Date: 9/11/2009 8 36 AM Subject: Re Elwha Klallam Heritage Center Phase 3B Hi, I'll change the valuation back to $250,000 00 Yesterday I talked with Roger Vess. He confirmed that you do not have the permit to do the site work and landscaping yet. What he printed out for Michael yesterday had to do with previous reviews. The Public Works Dept. will be reviewing these new plans you submitted. So site work and landscaping is part of this phase after all. Have a great weekend. Linda 'Carol Gentry' <caroIc aentrvarchitecture.com> 9/10/2009 11 02 PM Linda, Thank you for helping me today with the permit application for the Elwha Klallam Heritage Center Phase 3B 'Tenant Improvements' Sorry for the confusion regarding the inclusion /exclusion of the fire sprinklers valuation. The fire sprinklers valuation is NOT a part of the $250,000 valuation for phase 3B The building permit application I submitted to you today should have a valuation of $250,000 The separate application for the fire sprinklers that is pending will have its valuation of $41,750 Thanks so much Carol Gentry GENTRY ARCHITECTURE COLLABORATIVE 115 E. Railroad Ave. Suite 308 Port Angeles, WA 98362 (9/11/2009) Linda Pangrle Re Elwha Klallam Heritage Center Phase 3B carolna aentrvarchitecture.com Bus: (360) 457 7550 Fax: (360) 457 2929 CeII (360) 461 -6961 Confidentiality Notice. This communication constitutes an electronic communication within the meaning of the Electronic Communications Privacy Act, and its disclosure is strictly limited to the recipient intended by the sender of this message. This transmission, and any attachments, may contain confidential consultant client privileged information and consultant work products. If you are not the intended recipient, any disclosure, copying, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED Please contact us immediately by return email or at (360) 457 7550, and destroy the original transmission and its attachments without reading or saving in any manner Application Inquiry .Sli =CORD' PUBLIC S6CTUR H' N' {Li Application 09- 0000091 Bonds I Contractor esrrnvv l Fee 3Iobal balai du. Inspectio tcry Mi cellaneeu. Info. Names Remote Plan 0 king RP intr Sqi are footage al Strurturec aluation calculatic I: Cancel Exit Refresh Land Inquiry Documents Property Information Address K P F P A Location ID Owner name A PARCEL NUMBER. ALTERNATE ID Contractor Information contractor Name Contractor Number Type Status Contractor Requirements PC PF PF PF 'T 401 E 1ST ST PORT ANGELES, WA 98362 100830 MITCHELL DARLIN' B 06-30-00-5-9- 1930 -0000- 06300059192 OWNER PLAN HECK FEES 'PERMIT FEES 'PERMIT FEES 'PERMIT FEES ISTATE SURCHARGE 'Totals Doc Number 1 w1 1 Application Information Application desc Application etatua Status Date Application type Application date Tenant name /number Outetending Inspections Insp Type ID BLDG Q BLDG 1k BLDG !tl 1c09 16 1860.25 16^ 05 293.00 4 50 353^ 96 FOUNDATION POST /COLUM FRAMING 140 '24 1 ^11 01 16 .0.5 293.00 4 50 "24 80 Cfi v A 11 3-r, TENANT IMPROVEMENTS PLAN REVIEW 9/11 2009 COMM REMODEL 9/10,2009 ELWHA KLALLAM HERITAG' �T p In STRCTRLJ I Schedule Cenfirmatiori Date Number Class Tv:e Desc6: Trensa i1ion amount Amount due A.moiunt billed Sir 00 00 00 00 00 00 000001 1000001 1000001 1000001 1 t' g 6a, zs PREPARED 9/10/09, 14 32 20 CITY OF PORT ANGELES APPLICATION NUMBER FEE DESCRIPTION PLAN CHECK FEES BUILDING PERMIT COMMERCIAL TOTAL DUE E 1 lk )1 kle,t1 ca y, 09- 00000932 401 E 1ST ST AMOUNT DUE 1059 92 149 24 1209 16 Please present this receipt to the cashier PAYMENTS DUE RECEIPT PROGRAM BP820L r 6,0N Je- with full payment 0 u4 <-0" 21 ok\ ck ro 3k oP) k4 'ow Application Inquiry BUROARD'PU8LIC tCTO8 .1Tr nit. Application o9-0000o9 Bonds a] Contractor crow. al Fees i3lobal balai ce iluO al Inspection history El Miscellaneous info IJ'SJ Names Id Permits Plantra king Recelpts Square footage cal Structures Da Valuation calculate 3'I Print Cancel X Exit r'er' Refresh Land Inquiry Documents Property Informetion Address Location 10' Owner name ASSESSOR PARCEL NUMBER: ALTERNATE ID' 063000591930 Contractor Informetion Contractor Name Contractor Number Type Status Contractor Requirements .;I 401 E 1ST ST PORT ANGELES. WA 98362 100838 MITCHELL DARLIN' B 06- 30- 00 -5 -9- 1930 -0000- OANIER Doc Number Recei it date Recei r ttime Number Per eived Paid with credit Remai east P'a ,rnent lv re 9/10/09 0094495 EPARKER 9/10/09 1' r 0094495 IEPARKER it Application Information Application desc Application status Status Date Application type Application date Tenant name /number Outstanding Inspections, Insp Type ID _I 0 BLDG FOUNDATION 0 BLDG POST /COLUM 4 BLDG FRAMING ICI ri 1059 92 1 149.24 Total I 1209.1E r. TENANT IMPROVEMENTS STRCTRL PLAN REVIEW 9/10/2009 COMM REMODEL 9/10/2009 I_ ELWHA KLALLAM HERITAGE IT Schedule Confirmatiori Date Number 00 :00 I' .00 Application Inquiry 8Wi0ARD'PUOUC SECTOR iTf N. Application 09. 300009. Q Bond, L.ontractor escrow V Fees i 3lobal balar -e clur 1l Inspection history Q Miscellaneous infol Name: Permits m Plan hacking Receipts Square footage cal Structures j Valuation calculat e iW lil Pr It Carmel Y Exit 2, Refresh Land Inquiry Docume Property Information Address Location ID• Owner name ASSESSOR PARCEL NUMBER: ALTERNATE ID Contractor Information Contractor Name Contractor Number Type Status 'Contractor Requirements Class 11:5 K P r P 1 PF F 1 P P 1 Pr A 1 T ONNER PLAN .;HECK FEES 'PERMIT FEES 'PERMIT FEES 1PERMIT FEES l'IATE "URCHARGE /Totals Doc Number WA 98362 401 E 1ST ST PORT ANGELES, 100838 MITCHELL DARLIN' B 06-30-00-5-9- 1930 -0000- 063000591930 Outstanding Inepectione Insp Type ID BLDG FOUNDATION 0, BLDG P05T /COLUM C BLDG FRAMING Ci 1- ;I 1059 92 1630.65 167 05 293 00 4 50 3155 12 I 00 1481.41 16 05 293 00 4 50 1945 96 Application Information Application desc TENANT IMPROVEMENTS. STRCTRLI Application status PLAN REVIEW Status Date 9/10/2009 Application type COMM REMODEL Application date 9/10/2009 Tenant name/number. ELWHA KLALLAM HERITAGE CT Schedule Confirmation Date Number 1 Desctl 7tiorl Transaction amount Amount due Amount billed Str 00 .00 .00 .00 00 00 r- 00000) 1000001 1000001 1000001 1 I A oc PORT AM csc To CITY OF PORT ANGELES BUILDING DIVISION TRANSMITTAL U` 9 Fire Department Other Department Date (d -09 Project Address Lip I a s New Construction Additi n Alteration T Forms /Building Division/Transmittal W B 1 S-� Kers Clausen 1727 64th Street Emeryville CA 94608 IN (510) 655 4144 Fax (510) 655 1133 clausen©clausenengineers com www clausert,engineers com Contact M l Cx c&e i (e-K ra e (kn a o► e Phone number(s) 5 7 So Permit number O q— 9 3 Z Project Description TeAnG -1-rv1 1) lib i S Yv c-+U re, l I -curt S cafe_ e_ 5 i i r� !1 trU Ve Y1 P 1 44 �I I V7 s Clausen Mnii ij i Engineers im 1808 W 5th Street Port Angeles WA 98362 (360) 452 3223 Please review return to the Building Division, Permit Technician Floor Areas �1 YKt�.1J /ri v GhacR„ e 9f e4'1+ra aXtqeeww"a. Gam., -I c teJ 6-e.41 Gee Aye t, oya+nt�e._ E l rs i ea eta Ave. 3o .09- 8 l 4 3 6 2 BUILDING PERMIT APPLICA Print in ink P R AP Project TLrpe Brief Description: Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System Other Basement 1 Floor 2 Floor 3` Floor Garage Carport Covered Porch Deck Shed Other CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant Lo W C,L.A1m- Wed ave. Tr' be; Phone Property Owner pares L Phone Property Owner's Address BSI un,,.e„ 111_,,, jak Pc�r� Contractor 84 .A de' -e ro ve C r.e Phone It J 13 Contractor Address $3(o h P A w „�4.. ig 34 oq License A td c tog z Expires E -mail e -rnaii ,r, Carol vit J PROJECT ADDRESS Parcel Number 0 G 3 Max. height of proposed structures 2 ft. Will a lawn sprinkler system be installed? e4 Will a fire sprinkler system be installed? Y r� For City Use Only D to Received 10 O c i P rmit CJ`•r— q 32• D to Approved 4 ,s�ISZ el °s, 3 3 (00- 457 -'O‘7 �zrt*ti�s eVic,Se 313 Nu-at- vvtpa -o. etne4 L/ o l E. Fr 4- sf Iwho. K f a.l erg 4aj Ce.r,44.,, 000 S9 e7.3 Oep onez;) Lot /a /z. ,Zoning CA Residential Multi- family XCommercial Industrial Sr+ctuaes a Ki rc a r► 1attou+ but 4-he '�h� hood fc�uct us41t... be (aier wa.t. P ly.,. 6r 4100)-s-, re./ hq c 1-- 04VISC _f 5he ik proVP n tls is House garage other tear off re -roof lay over one layer Heat pump wood buming stove gas fireplace pellet stove other Occupancy group Occupant load Construction type Existing (sq. ft) II 3osed (sq. ft.) 'fhey_S�byln i*,$ ffre- s prj n Kier- p tart s vi?i-►�41,e5e. f a laty, but '+'e Pr j p 4e f bea' f ev i ek9C',.ct vnde-r TOTAL VALUATION aSO c Total f ootprint of structures 11, $i Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) by,sfij Site coverage sq. ft. T Lot size 20_. q 68 sq. ft. Lot coverage 5 6 patios, of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to appl or this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to work "I g Date 9' ,oq Print Name�c> 1 r�2 I G21� -I Signature I T:Forms /Building Division /Bldg Permit.doc lu a, rre r, S+eve vNs Fze-6411-h s �la.�,�-e 0 te4vy' ,s i -l -a.. T711.e. 152 -8 x ios C11 4 Fre 6 1173/ Application Number 09 00000823 Application.pin number 058582 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc Engineering plan review fee s Owner -Contractor LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA RD PORT ANGELES WA 98363 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 OWNER Date 9/10/09 Permit PW ENGINEERING REVIEW ST /ALDEY""` Additional desc Permit pin number 151753 Permit Fee 52 50 Plan Check Fee 00 Issue Date 9/10/09 Valuation 0,. Expiration Date rn 3/09/10 Qty Unit Charge Per Extension 105 00 5000 LF PW ENG REVIEW ST /ALLEY /PARK 52 50 Permit PW ENGINEERING REVIEW STORM Additional desc 5 ACRE Permit pin number 151738 Permit Fee 312 50 Plan Check Fee 00 Issue Date 9/10/09 Valuation 0 Expiration Date 3/09/10. Qty Unit Charge Per Extension --BASE—FEE- -_312 50_ Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS INSPECTION 151746 550 00 Plan Check Fee 00 9/10/09 Valuation 0 3/09/10 Qty Unit Charge Per Extension 10 00 55 0000 HR PW INSPECTION 550 00 Fee summary Charged Paid Credited Due Permit Fee Total 915 00 915 00 00 00 Plan Check Total 00 00 00 00 Separate,Perrnits,are`required for electrical work, SEPA, ESA, utilities, private and public improvements This permit null and void work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of i 80 after the work- ascornmenced, or if required inspections.have not been requested within 180 days from the last inspection. l hereby certify that I have read•and examined this application and know the same to be true and correct. All provisions -of laws and.ordinances governing .this_type_ cif work wilLbe.complied with whether specified herein or not. The granting, of a permit does -not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of owstruction. Signature of Contrac r A horized Agent T \Policies \1102.15 (10/08) q c Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER 'SEWER CONNECTION SANITARY STORM SITE DRAINAGE. SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102.15 [10/08] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R. W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application, Number 09 00000823 Date 9/10/09 Application pin number 058582 Grand Total 915 00 915 00 00 00 Separate,Permits.are for electrical work, SEPA,"Shoreline ESA, utilities, private and public improvements This permit becomes null and void work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 1804days after the work,as =commenced, or-if required- inspections.have not been. requested within 180.days from the,last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and. ,ordinances .governing .this_type. -ofwork wilLbe.complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102 15 [10108) CALL 417 -4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102.15 [10/08] KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED YES I NO RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING COMMENTS Application Number 09 00000908 Date 9/04/09 Application pin number 038896 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Tenant nbr name PREMIER PLASTERING Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc Scaffolding along R/W RUP #09 44 Owner CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Contractor Lower Elwha Klallam Tribe PREMIER PLASTERING CONST CO 2851 Lower Elwha Road PO BOX 494 PORT ANGELES WA 98363 BELFAIR WA 98528 (360) 275 6998 Permit RIGHT OF WAY Additional desc SCAFFOLDING ALONG R/W RUP09 44 Permit pin number 152934 Permit Fee 70 00 Plan Check Fee 00 Issue Date 9/04/09 Valuation 0 Expiration Date 3/03/10 Qty Unit Charge Per Extension BASE FEE 70 00 Special Notes and Comments Must install and maintain lighted barricades at each end of scaffolding in alley Insurance to cover scaffolding in alley and along Peabody St at building face Scaffolding and lit barricades must not block sidewalk Fee summary Charged Paid Credited Due Permit Fee Total 70 00 70 00 00 00 Plan Check Total 00 00 00 00 Grand Total 70 00 70 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Signature of Contractor or Authori T \Policies\1102 15 [10/08] gent Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE INSPECTION TYPE DATE ACCEPTED RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 I T •\Policies \1102 15 [10/08] PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE YES 1 NO COMMENTS FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING RTANGELES WASHINGTON U S A Community Economic Development Department 09-01-09 To Carol Gentry For a building project valuation of $250,000 00 the Plan Check Fee due at the time of submittal is $1,209 16 Linda Pangrle Permit Technician City of Port Angeles 321 E 5 St. Port Angeles, WA 98362 360-417-4815 Phone 360-417-4750 Fax. 360-417-4711 Website www cityofpa us Ernail smartgrowth@cityofpa.us 32 i East Fifth St!'eet P0 Box 1150 Port Angeles WA 98362-0217 j1 TE O 1C hi RIGHT OF WAY USE PERM TD i I c y APPLICATION ,KS A$ NAME OF APPLICANT Pg. EM 1 E 1 rG DATEityorI 2ubttc dltd t.Lt;tics Doff_. vices Division MAILING ADDRESS Po 2 .X PHONE NUMBER '7 L 0 2 1 Z STREET ADDRESS OF PROPOSED STREET USE DESCRIPTION OF REQUEST (include drawings required for clarity) [If street closure is the name of the street and limits of closure, together with the duration of closure STALL oo Far N v i S t c co D N t k ►4 T 1 r S T of= mac.t'kr IS THE USE TEMPORARY OR PERMANENT? T e m Po it Pc y HOW LONG WILL THE OBSTRUCTION BE IN PLACE? 7- WHAT ARE THE HOURS OF OPERATION? a O tj-3 HOW IT WILL BE LIGHTED? gg -r'� •"'ter //9" ba t(C /At t EXPLAIN THE NECESSITY TO USE THE PUB'CIC STREET SIDEWALK OR PUNTING STRIP ARE THERE c ALTERNATE AREAS THAT COULD BE USED? N o HOLD 1ARMLESS and INDEMNIFICATION AGREEMENT In compliance with the Port Angeles P.iuric.p! Code and in consideration of the issuance by the City of Port Angeles of a Right Of Way Use Permit to the unde .fined 21lowing the placement of the above described street use or obstruction the undersigned for himself and for his succe sors in interest, hereby agrees to indemnify hold harmless and defend the City of Port Ange claims or lawsuits fc personal injury or property damage arising out of or in any way connected with, the plwirnlipt,Pf use or obstruction an the City street, sidewalk, planting strip or right f way DATF�D 1 day of 5 1 6 9 p r I I 03/01/12 i 1 r `r ,L ZI Imo. L �O `ty�1f .l NOTARY PUBLIC for Washington I W AS I residin a S F 1� ���tirrriiti►tu��` I My commission expires S' -1-1Z, (This permit, if approved, may be terminated by the City of Port Angeles without cause and at any time) [OFFICE USE ONLY) Date application received Fee paid Receipt Date Certificate of Insurance per PANIC 11 12 140(B) received Agreement to Remove Encroachment signed and on and recorded on Application re is to r G nd recommendation by City Engineer and wit the following c9nditiorrs v 0 K E t A< Applicati uxo approved or d by the Director of Public Work Approved copies to: Applicant 0 Fire 0 Police 0 Street 0 Other N:\Urban Services Standards \Ch1\2009 RCW Use Permit.doc, last updated March 12, 2009 q y 6 fig 7 t< Engike 4 Applicant N/A G� Date l q f at tac c 56417bit i cst.� „dua'(C 0 Address file 0 i J1,1 r 2009 requested please state 1 L L (9 rttion R u i L O J trdc, Date C V 3/0 RUP .9 4- 1 y r Gh •rom Teri Weems FaxID' To Cate Company- City of Port Angeles Phone Fax. (360) 417 -4709 Pages 4 Date 9/2/2009 12 24 44 PM Subject. COI /Gentry Architecture/Elwha Klallam Confidential Information in this facsimile is confidential and intended for use by the individual or entity named above If you received this telecopy in error please immediately telephone us and return the original via U S Postal Service Message Page 1 of 4 Date:9/2/2009 12:24 PM Page 1 of Fax From the Desk of Teri Weems Company Brown Brown Tacoma Phone (253) 396 -5656 Fax (253) 396 -4656 Please see enclosed for the certificate of insurance for Premier Plastering issued to Gentry Architecture for the Elwha Klallam Heritage Center project. Please let me know if you need anything further Thank you. rom Teri Weems FaxID' ACORD PRODUCER Brown Brown of Washington P 0 Box 1718 Tacoma WA 98401 Phone 253 396 -5500 Fax 253 396 -4500 INSURED Premier Plastering Construction Inc PO Box 494 Belfair WA 98528 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS non NUU POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE (MMJDD/YY DATE (MMrDDIYY) GENERAL LIABILITY A X X COMMERCIAL GENERAL LIABILITY FMTX005191 B X X CLAIMS MADE X OCCUR EBL FMTX005191 GEN'L AGGREGATE LIMIT APPLIES PER 7 POLICY IX 78- AUTOMOBILE LIABILITY X X X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS /UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY A ANY PROPRIETOR /PARTNER /EXECUTIVE FMTX005191 OFFICER /MEMBER EXCLUDED? If ye de :rihe aide SPECIAL PROVISIONS below OTHER )ESCRIPTION OF OPERATIONS /LOCATIONS VEHICLES EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Project Elwha Klallam the Certificate Holder Additional Insureds as required by written contract :ERTIFICATE HOLDER (CORD 25 (2001/08) CERTIFICATE OF LIABILITY INSURANCE I LOC Gentry Architecture Collaboration 115 E Railroad Ave Port Angeles WA 98362 01CH9369751 WA STOP GAP Heritage Center and the City of Port Angeles are included as respects the liability of the Named Insured as GENT -02 Page 2 of 4 Date:9/2/2009 12:24 PM Page.2 of z OP ID TW DATE(MM /DD/YYYY) PREM -55 09/02/09 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIOP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE NAIC INSURER A. INSURER 5: INSURER C INSURER 0 INSURER E First Mercury Insurance Co American States Insurance Co 01/15/09 01/15/10 01/15/09 01/15/10 01/15/09 01/15/10 REPRESENTATIVES. AUTHO �PRFC TATIVE EACH OCCURRENCE UHPoIA(s t 1 U FltN I CU PREMISES (Ea cure MED EXP (Any person) PERSONAL ADV INJURY GENERAL AGGREGATE PRODUCTS COMP /OP AGG Emp Ben COMBINED SINGLE LIMIT (Ea dent) BODILY INJURY (Per pets BODILY INJURY (Per arradent) PROPERTY DAMAGE (Per cident) AUTO ONLY EA ACCIDENT LIMITS OTHER THAN EA ACC AUTO ONLY EACH OCCURRENCE AGGREGATE $1,000,000 $50,000 $5,000 $1,000,000 $2,000,000 $2,000,000 1,000,000 1 000 000 19704 AGG WCSIAIU- UIH- TORY LIMITS I ER 01/15/09 01/15/10 E.L. EACH ACCIDENT I 1, 000,000 I E.L. DISEASE EA EMPLOYEE' 1 000 000 E L DISEASE POLICY LIMIT 1 000 000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ACORD CORPORATION 1 rom Teri Weems FaxiDa ■CORD 25 (2001/08) Page 3 of 4 Date:9/2/2009 12:24 PM Page.3 of IMPORTANT If the certificate holder is an ADDITIONAL INSURED the policy(ies) must be endorsed A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) If SUBROGATION IS WAIVED subject to the terms and conditions of the policy certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s) authorized representative or producer and the certificate holder nor does it affirmatively or negatively amend extend or alter the coverage afforded by the policies listed thereon -rom Teri Weems FaxID Premier Plastering Construction Inc #FY1TX005191 1/15/09 -10 A per insure opera pletec. CG 20 33 07 04 Page 4 of 4 Date:9/2/2009 12:24 PM Page 4 of COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 TIi1S ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II Who Is An Insured is amended to incluc e as an additional insured any person or or ganization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an addi- tional insured on your policy Such person or or- ganiz tion is an additional insured only with re- spect to liability for bodily injury' 'property dam a or 'personal and advertising injury' taus d in whole or in part, by 1 Y ur acts or omissions, or 2. T e acts or omissions of those acting on your b half in the performance of your ongoing operations for the additional insured. ion's or organization's status as an additional d under this endorsement ends when your :ions for that additional insured are com- B. With respect to the insurance afforded to these additional insureds the following additional exclu- sions apply This insurance does not apply to 1 "Bodily injury' 'property damage' or 'personal and advertising injury' arising out of the render ing of or the failure to render any professional architectural engineering or surveying ser vices, including a. The preparing approving, or failing to pre- pare or approve maps, shop drawings opir ‘ons reports surveys field orders charge orders or drawings and specifica- tions or b. Supervisory nspection architectural or engineering activities 2. 'Bodily injury' or 'property damage occurring after a. All work, including materials parts or equipment furnished in connection with such work, on the project (other than ser vice maintenance or repairs) to be per formed by or on behalf of the additional in- sured(s) at the location of the covered operations has been completed or b. That portion of 'your work' out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontrac tor engaged in performing operations for a principal as a part of the same project. ISO Properties, Inc. 2004 Page 1 of 1 To XFieDepart ment El Other Department New Construction Addition Alteration T Forms /Building Division/Transmittal CITY OF PORT ANGELES BUILDING DNi ON TRANSMITTA Date R-3- 0 9 Project Address q bl )S S* Contact N'` (I s fro or) Phone number(s) a 5 3 $S7 709 Permit number 0 Project Description S G` R 1e S7 ri h K s J ti S {€)CY) pct -755 Please review return to the Building Division, Permit Technician BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES For City Use Only Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 Date Received CS Q e D (360) 417 -4815 fax (360) 417 -4711 Permit qQ( W A e,' Date Approved Applicant Phone pp licant �m�,rai d LLC pq��ola (ZS3)P,S1 -2c�(o Property Owner L-o t,relr E lwinct. KI &kl&mTr J Phone 3C;,a _.4 2- Sy 7 Property Owner's Address 2851 Loweir E ltui►c'.. Q4 PA INA- °I S36-3 Contractor C. YY1t xcud Cell.„-LC Proiect Type Brief Des Check all that apply New Construction Addition Remodel Repair Demolition Re -roof Heat System X Other Floor Areas cription. Existing (sq. ft.) Pro osed (sa. ft.) Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Phone (-.7e'\pc, -70SL Contractor's Address 11 021 Cyarnp) 12cacA 0-7iO X ¢X) r boh. ca 2fi License OMERArLct5 Expires '1/ 1q /0-_ E -mail 1 PROJECT ADDRESS L}()) qs- 1rz} a. I('pet Parcel Number ('aa)OQ l Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type Signature Lot Zoning Residential Multi family )1 Commercial Industrial 1 4" t t r 6_ K-now Dv,uenni-iota Fe.v pins vP, '}M fra l F '-y, ek d4 Riev, W 3 i l o9 i House garage other tear off re -roof lay over one layer Heat pump o wood- burning stove gas fireplace pellet stove other I RP. Oral K per sq. ft. TOTAL VALUATION 1 41,7150 Oa_ Total footprint of structures sq ft. T Lot size sq ft. Lot coverage Site Coverage the amount of impervious surface on a parcel including structures paved driveways sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit andj,{nderstand that it is my responsibility to determine hat permits f arree required, and to obtain permits prior to worlfing on grojegts. Date 7131 10, Print Name Ai 771 m, T:Forms /Building Division/Bldg Permit.doc 1 1 3 3 EMERALD FIRE Fire Sprinkler Specialists COPIES LETTER OF TRANSMITTAL TO. City of Port Angeles 321 E Fifth St., Port Angeles, WA 98362 WE ARE SENDING YOU X Attached Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Letter DATE NO. THESE ARE TRANSMITTED as checked below. Building Permit Application Fire Sprinkler Product Submittal Data Fire Sprinkler Hydraulic Calculations Fire Sprinkler Shop Drawings 11021 Cramer Road KPN, Gig Harbor WA 98329 Tel: (253) 857 -2056 Fax: (253) 857 -2312 I DESCRIPTION For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Retum corrected prints X For review and comment 0 FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARK To Whom It May Concern, Please, review for a fire sprinkler permit, when compete please contact our office at 253 -857 2056 for the payment. Thank you, CC FILE BY Dominika DATE. 8 -31 -09 I JOB NO 9121 ATTENTION Building Permit Technician I RE Elwha Klallam Heritage Center Port Angeles, Washington PREPARED 8/21/09 8 21 01 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/21/09 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1930 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV PHONE (360) 457 2067 PHONE (360) 452 8471 BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLFW 01 8/14/09 JLL BLDG FOUND FTG /STEM WALL TIME 09 00 8/14/09 AP August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING August 14 2009 4 05 12 PM jlierly BL1 02 8/20/09 JLL BLDG FOUNDATION FOOTING TIME 01 00 8/20/09 DA August 20 2009 8 59 03 AM 1pangrle STEVE 460 3228 FOOTING AFTERNOON August 20 2009 4 51 53 PM jlierly BL1 03 8/21/09 JAi, BLDG FOUNDATION FOOTING TIME 09 00 August 21 2009 8 18 46 AM 1pangrle STEVE 460 3228 FOUNDATION MORNING COMMENTS AND NOTES PREPARED 8/20/09 9 00 12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/20/09 ADDRESS 401 E 1ST ST TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC OWNER LOWER ELWHA KLALLAM TRIBE PARCEL 06 30 00 5 9 1930 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS SUBDIV COMMENTS AND NOTES PHONE (360) 457 2067 PHONE (360) 452 8471 BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLFW 01 8/14/09 JLL BLDG FOUND FTG /STEM WALL TIME 09 00 8/14/09 AP August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING August 14 2009 4 05 12 PM jlierly BL1 02 8/20/09 BLDG FOUNDATION FOOTING TIME 01 00 August 20 2009 8 59 03 AM 1pangrle STEVE 460 3228 FOOTING AFTERNOON 0 4 PREPARED 8/14/09 8 23 53 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/14/09 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1930 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/20/09 JLL BLDG FOUNDATION FOOTING 7/20/09 AP July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE July 20 2009 3 49 12 PM jlierly BLFW 01 8/14[09 LL BLDG FOUND FTG /STEM WALL TIME 09 00 ii\ August 13 2009 4 50 55 PM 1pangrle BILL 477 0057 FOOTING STEMWALL MORNING COMMENTS AND NOTES W B Clausen Structural Engineers, Inc Progress Report GACO28 To Steve Sperr Public Works Department Date City of Port Angeles From Mike Gentry Kers Clausen Project: Elwha Klallam Heritage Center RE Sitework Job No. �g iy R E C E I V FJ4 25 2009 JUL 2 7 2009 24212 CITY OF PORT ANGELES BUILDING DIVISION V Enclosed please find revised site drawing L -1 dated July 24 2009 prepared by ONA. This plan reflects changes that have been recently made as we continue our coordinated effort to secure approval of the site plan by all involved Please note that there are several items on this plan identified as `Future We wish to secure your approval to allow us the option to complete these items now later or not at all depending on our budget and future planning We offer the following response item by item to your email dated July 20 2009 1 We have modified our drawings with a note to match the improvements on the other side of the Alley We have shown pavement around the existing power pole at the Northwest corner of the site 2 We understand your query regarding the alignment change in the sidewalk along First Street. In our review of the ADA guidelines we do not find any requirement to identify alignment changes to avoid barriers to the sight impaired Please note it is common for there to be alignment changes in public sidewalks We are willing to work with your department to further understand and respond to this inquiry We believe placing a curb at the alignment change will create a tripping hazard We believe changing the texture finish of the walkway from pavement to landscaping will properly mitigate the concern 3 We have coordinated the location of the control box with a member of your staff and have shown it at this location 4 The downspouts along the West side of the building are shown to discharge into a continuous underground drainage system which will overflow onto the street if overcharged We hope this concept meets your approval as it has the intent to voluntarily discharge the storm sewer into the substrate instead of overland flow Though there is no discharge from this underground drywell it will surface naturally if overcharged 5 The onsite sewers have been videoed and are now shown on the Site Plan This work was completed by Angeles Plumbing 6 7 The revised drawing is drawn to a 1/8" per foot scale and includes property lines C (Documents and SettingslKers ClausenlMy Documents124212GACO28.wpd Page 1 of 1 1727 64 Street Emeryville California 94608 (510) 655 4144 tel (510) 655 1133 fax o? 56 of 09.1'15 (I,Pa ea.ch) a cct b'.• 41 is +ern' cA}NA- "Fo tv 5 r 1, eF,ri' y PREPARED 7/20/09 8 53 50 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/20/09 ADDRESS 401 E 1ST ST SUBDIV TENANT NBR ELWHA KLALLAM HERITAGE CT CONTRACTOR ALDERGROVE CONSTRUCTION INC PHONE (360) 457 2067 OWNER LOWER ELWHA KLALLAM TRIBE PHONE (360) 452 8471 PARCEL 06 30 00 5 9 1930 0000 APPL NUMBER 09 00000343 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 7/20/09 INSPECTION TICKET PAGE 2 BLDG FOUNDATION FOOTING July 20 2009 8 40 25 AM 1pangrle BILL 477 0057 FOOTING THEY ASKED FOR A ROUGH IN PLUMBING INSPECTION TOO THEY DON T HAVE A PLUMBING PERMIT FOR PHASE 1 THEY WANT YOU TO CHECK A DRAIN PIPE THAT GOES UNDER AND /OR THROUGH THE CONCRETE COMMENTS AND NOTES of FO r C "7.--r--'.\11."'' N lif v Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc excavate to locate utilities 09 00000718 038550 401 E 1ST ST 06 30 00 5 9 1930 0000 PUBLIC WORKS UTILITES Owner Contractor LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA RD PORT ANGELES WA 98363 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 OWNER Date 7/20/09 Permit RIGHT OF WAY Additional desc EXCAVATE TO LOCATE UTILITIES Permit pin number 150359 Permit Fee 50 00 Plan Check Fee 00 Issue Date 7/20/09 Valuation 0 Expiration Date 1/16/10 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Grand Total 50 00 50 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to we authority to violate or cancel the provisions of any state or local law regulating construction or the performance of const uction Signature of Contractor Authorized Agent T' \Policies \1 102 15 10 /08) Date Signature of Owner (if owner is builder) Date CALL 417 -4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4831 FIRE 417 -4653 I PLANNING DEPT 417 -4750 BUILDING 417 -4815 T ,Policies \I l02 15 [10 /08] PERMIT INSPECTION RECORD KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE YES FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO NO CONSTRUCTION R.W PW ENGINEERING 1 FIRE DEPT I PLANNING DEPT I BUILDING TRANSMITTAL TO- Steve Sperr, City Engineer City of Port Angeles PO Box 1150 Port Angeles, WA 98362 DATE. July 9, 2009 PROJECT Elwha Klallam Heritage Center Job 2007-0004 We are Transmitting: El Herewith ISSUED FOR. El Bid 0 Estimate VIA. Quantity Identification 3 Drawing L-1 0 (Revised date 8Jul09) REMARKS. Please replace the earlier L-1 0 with this revised site plan. CC- File michard@gentryarchitecture corn carol@gentryarchiter'ure.cm www gentryarchitecture corn SIGNAL Limirm LIABILITY COMPANY Phone: (360) 417-4803 Fax: (360) 417-4709 El Mail 0 Fax 0 Under Separate Cover El Construction 0 Approval El Record 0 Review 0 Courier El Overmght [E] By Hand Description I Revised site plan. Sent by M. T tidy Nt R y ARCHITECTURE COLLABORATIVE MICHAEL T GENTRY AIA 115E RAILROAD AVE SUITE 308 PORT ANGELES, WA 98362 0 360 457 7550 F 360 457.2929 Plot Date 7/8/2009 i T I T I ik AAP a! O W C1 0 32 I f l 0 MaaoOA PUBLIC WORKS mC)OA .I t_ r211l0 0hrn 000) 2 rn l w :N m i 1 rn ti N ED j r m CITY OF PORT ANGELES STEPHEN P SPERR, P.E. CRY ENGINEER 321 E 5111 STREET P.C. BOX 1150 PORT ANGELES. WASHINGTON, 98382 PHONE (380) 457 -0411 41:000X) aEmmmA WI V m 1 0 1 I L I A m CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 Revision Data 7/8/2009 File PROJECT SIGNAL PLANS 4 WIRING DESIGNED BY: MS DAIS 12 -11 -2000 MOLDY: lia DATE 12 -11 -2008 !PROJECT NO. 08-08 !DWG. FILENAME Protect Slonal Plana Rhino IDCA PRO(. NAVE NA `SURVEY FILENAME NA m.m,m;mlm'm x o) m m; m; m m :m:ollm,m;m'm;m:m,m'm ;m,mlm.m:m m m: TERMINAL N N i �irn w m al 'rn IT' 2 4 coi w Ka, �;w J' N +m,� w'NO;= NUMBER N m m 44 w N PHASE 1 1 E iE i 11 JI 1 (DO m0 200 G)A *OA *4)Z. 1 1 v 'v v HIV; 'vlv TERMINAL m b I, �I:v,.1, TERMINAL c C r a n i, 4, En 4, IN 4, NUMBER 0 m m,Eb,00 0,-4,, m p,4a N NUMBER u Iw wN' wN z ED a c m PBB PEDESTRIAN NUMBER y N N tom SIGNAL .l 2 z NUMBER m m 4. N PHASE w m 4, N PHASE 0 T :WOOA rr j V V V m0 11010 I; 4 A 6 4N ON 0 (CONTOUR INTERVAL: NA IV. SCALE: 1'- NA IN. SCALE 1• -AS NOTED L 6 !t I T 11 i r v A C) 1 0 10 m V m m w 11 2 U fTl V 2 C:_ N O m W C+� t 4 X N x 0 --1 nl 2 y w N O !I 1 i i asy w w "1 c m�O� OI1 iTi I 0 p Fri VEHICLE I A O L,7 NUMBER w co O 1S3 SIGNAL 1 1 m Fm m cO-<0 m 0 m <o I m o o (5 (0' m l m n a TERMINAL m o 0;(11 o (4 w Q11(0 01'(n'(, TERMINAL x 'co p, ,w (n A :(n 4, NUM wIN NUMBER o LIGHT m yr 4 o 0 0Z DETECTOR A k Z o 0 m NUMBER 0 a 0 m NUMBER z iG1;G1'(/1;TJ,',(11,V, U, o z 2 i4 r a o rn o E EO,Nc.oio 4.:w.TV o m m 4. N PHASE Ea m m 4. N PHASE 2 FIRST PEABODY STREET SIGNAL PLAN I DATE L., REVISION COO 101110 4N va O m0 *OZ o m ITT (9 4� 0 rn N) N N w 44 (n N (.4 N m 0 N m 0 r�r ti. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc SLURRY FILL 500 GAL TANK Owner LOWER ELWHA KLALLAM TRIBE 2851 LOWER ELWHA RD PORT ANGELES (360) 452 8471 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 98363 Qty Unit Charge Per Fee summary Permit Fee Total Plan Check Total Grand Total UNDERGROUND SLURRY FILL 148809 100 00 6/22/09 12/19/09 Charged 100 00 00 100 00 BASE CITY OF PORT ANGELES FIRE DEPARTMENT PERMIT 321 East 5` Street, Port Angeles, WA 98362 09 00000603 659463 401 E 1ST ST 06 30 00 5 9 LOWER FIRE ABANDON COMMERCIAL ARTERIAL 0 Contractor PETTIT OIL CO 638 MARINE DRIVE PORT ANGELES (360) 457 9404 TANK COMM 500 GAL TANK Plan Check Fee Valuation FEE Paid Credited 100 00 00 00 00 100 00 00 Date 1930 0000 ELWHA KLALLAM TRIBE TANK INSPECTION 6/22/09 WA 98362 Due 00 0 Extension 100 00 00 00 00 Pek eh b(k u moo rbori cure w as 1/441 7 +1/1 14 e `A' Ij Cu 1 r. yell, CQ h Ce ft This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of recognized standards, laws and ordinances governing this type of work will be compled with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit. iNV i� (0 aa.\ Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date 0 Call 360 -417 -4655 for fire inspections. Please provide a minimum 24 -hour notice It is unlawful to cover insulate Q FIRE PERMIT INSPECTION RECORD or conceal any work before inspected and accepted. Post permit in a conspicuous location. GENERAL COMMENTS KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE Inspection Type FIRE SPRINKLER Underground piping hydrostatically tested Underground piping flushed Interior piping hydrostatically tested Interior piping inspection Dry system air tested at 40 psi (24 hours) Sprinkler final FIRE ALARM Rough -in inspection Alarm final LP -GAS Underground piping inspection /pressure test Above ground piping inspection /pressure test Tank (container) inspection Appliance inspection LP -gas final Removal of flammable /combustible liquids Tank appropriately abandoned UST abandonment final PERMIT OTHER (specify) permit final Date Passed UNDERGROUND STORAGE TANK (UST) ABANDONMENT Completed by Contractor. Test #1 Piping pressure test Time initiated Test #2 Piping pressure test Time initiated Comments 2/15/00 psi psi rt Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 kry Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation LOWER ELWHA KLALLAM TRIBE ATTN DONNA LUCAS 2851 LOWER ELWHA ROAD PORT ANGELES WA 98363 (360) 452 8471 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T.FormsBuilding Division/Building Permit 09 00000343 Date 6/11/09 305376 401 E 1ST ST 06 30 00 5 9 1930 0000 ELWHA KLALLAM HERITAGE CT COMM REMODEL COMMERCIAL ARTERIAL 500000 Application desc CONVERT BLDG INTO ELWHA KLALLAM HERITAGE CENTER Contractor ALDERGROVE CONSTRUCTION INC 336 BENSON RD PORT ANGELES (360) 457 2067 Structure Information 000 000 REMODEL PHASE 1 OF 6 Construction Type TYPE III NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST Qty Unit Charge Per BASE FEE 400 00 5 6000 THOU BL -100 001 500K (5 60 PER K) Special Notes and Comments MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense This project will require a seperate permit and fire alarm plans for review Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location WA 98363 BUILDING PERMIT COMMERCIAL PHASE 1 REMODEL 144436 3260 25 Plan Check Fee 2119 16 6/11/09 Valuation 500000 12/08/09 Extension 1020 25 2240 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. q /IA, Print Name Signature of Contractor or Authorized Agent 6 Signature of Owner (if owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING. Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall /Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments PLANNING DEPT Separate Permit #s SEPA. Parking Lighting ESA. Landscaping 1 SHORELINE. FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T.Forms /Building Division /Building Permit d.. (Abandonment or Removal of Commercial Underground Tanks Permit Attachment Section I Information Required Date Initial Applicant is required to furnish the following information before a permit may be processed. 1 Size and number of tanks to be removed. 61` -61(e W I S(, hry 2 Fill out tank closure work sheet (attached) c l 3 Submit diagram of tank location. Section II Requirements and Limitations t,\A\ta 42, f 1-4-01 e s+ s PORT ANGELES FIRE DEPARTMENT Issuance of permit subject to compliance with recognized standards, listed requirements and approval by a field inspection from the Port Angeles Fire Department. 4 21 1 Provide one fire extinguisher with a minimum rating of 40 -B -C ,`Q1 2 There shall be no welding or other sources of ignition in the area while abandoning operations are in progress. Welding or cutting on tank requires a permit from the Port Angeles Fire Department. It Removal of all flammable or combustible liquid from the tank and all connecting lines shall be pumped out. Use a hand pump or other means to remove remaining flammable liquid as far as practical Liquid shall be placed in a tank truck or suitable containers for removal AiS 4 Disconnect the suction, inlet, gauge, and vent lines Cap or plug open ends of lines which are being removed and those which are not to be used any further FP 25 (Revised 2/22/00) Page 1 of 2 Date Initial .__Ar 7 9 _fitel 8 If the tank must be stored on site, the tank shall be placed in a secure location and blocked to prevent movement. The 'tank would also be required to be merted a second time before being allowed to be transported. Additional comments and/or requirements When capping or plugging all tank openings, use screwed plugs and leave 1/8 inch vent hole in one plug to allow for temperature expansion. Tanks should be conditioned and flammable vapors removed by adding dry ice in the amount of 1.5 pounds per 100 gallons of tank capacity The dry ice should be crushed and distributed evenly over the greatest possible area to secure rapid evaporation. NOTE Removal of ignition sources from the vicinity of the tank or container before venting operations are started shall be considered including all electrical equipment in the vicimty This process does not ensure a gas free tank and the tank shall not,be welded upon unless certified by a qualified engineer after a test. Refill hole with suitable material (earth, sand, etc Tank is to be inspected by a Fire Department inspector prior to being transported. If the tank is to be abandon in place, remove all flammable and combustible liquids, fill the tank completely with an inert solid material. Cap remaining underground piping I have read and understand the requirements of this application. Applicant's signature: Date: c1 \0\169 To be completed by City of Port Angeles Permit FP 25 (Revised 2/22/00) Page 2 of 2 r e' v 1 T Tank Owner \-o V� 2V �G.\ W �l \0. tom\ Oo \Q� 1 006iin j Address C"1 Love S 1vJ1 PR G,� 3 (o�1 Phone No LAS2.-Sy- "Tan K ,ress P QD Regulating Agency(ies) Notified Department of Ecology 1- 800 826 -7716 Port Angeles Fire Department 360 417 -4653 P A. Public Works Dept. 360 -417 -4803 Contractor name(s) PQ \k 6 L— c Tank closure completion date TANK CLOSURE INITIAL PROCEDURES Follow safety measures Obtain recommended safety equipment Avoid contact with product Bond or ground equipment Drain product from piping Disconnect, then cap or remove piping Remove product and residuals from tank Excavate to tank top Remove drop tube, fill pipe, gauge pipe, vapor recovery tank connections, submersible pumps and other tank fixtures Temporarily plug all other tank openings except the vent line Purge tank of flammable vapors OATH. I certify that the information concerning the my belief and knowledge. Y`\ 04.n9.11-11■ 0 TANK CLOSURE WORKSHEET elw l< 6111411 Job C-- c ‘N‘ S �J c Ctq (excavation, de- gassing, sludge disposal, tank disposal, cleanup, transport, other descnbe) VaSIN\ M'vQSA 4-a,rn Ate P A D 3No..a- X&N.Q. Tank closure start date ABANDONMENT IN -PLACE (see below if tank is removed) Site specific requirements [1 [1 Permit Issued 1 Cut holes in tank top if necessary Clean and inspect tank Fill tank as full as possible with inert mixture until filling overflows tank opening Plug or cap all openings Disconnect and cap or remove vent line Diagram of tank location removal or abandonment of tank(s) is true to the best of Ylaf h bac-�� o� �t1►`s Q �9 Date Ary\A zmLcrv. 1/48-)\A- Pro e f ae--•••••" 1 0 atujj-PAA June 16 2009 0• "T NGELES W A S H I N G T O N U S A Public Works Utilities Department Elwha Klallam Tribe Attn. Warren Steven s 2851 Lower Elwha Road Port Angeles, WA 98363 RE. Port Angeles Landfill Transfer Waste Disposal Application, WDA 09 -10• Heritage Center Renovation at 401 East lst Street. We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for lead paint and asbestos content. Based on the testing results the debris appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed m the application. Materials ride listed or in excess of -the quantities noted may require separate applications and approval. Please call if you have questions Sincerely 4 Stephen Sperr P.E. City Engineer Encl. WDA 09 -10 Copy DCD (building) N:\PWKS\ENGINEER \WDAPPLIC 09 -10 File: Landfill Solid Waste Disposal Applications Phone 360 -417 -4800 Fax: 360 -417 -4542 Website• www cityofpa.us Email. publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 09 00000343 Date 6/11/09 Application pin number 305376 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Tenant nbr name ELWHA KLALLAM HERITAGE CT Application type description COMM REMODEL Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 500000 Application desc CONVERT BLDG INTO ELWHA KLALLAM HERITAGE CENTER Owner Contractor LOWER ELWHA KLALLAM TRIBE ALDERGROVE CONSTRUCTION INC ATTN DONNA LUCAS 336 BENSON RD 2851 LOWER ELWHA ROAD PORT ANGELES WA 98363 PORT ANGELES WA 98363 (360) 457 2067 (360) 452 8471 Structure Information 000 000 REMODEL PHASE 1 OF 6 Construction Type TYPE III NON RATED Occupancy Type BUSINESS OFF /PRO /MED /REST Permit BUILDING PERMIT COMMERCIAL Additional desc PHASE 1 REMODEL Permit pin number 144436 Permit Fee 3260 25 Plan Check Fee 2119 16 Issue Date 6/11/09 Valuation 500000 Expiration Date 12/08/09 Qty Unit Charge Per Extension BASE FEE 1020 25 400 00 5 6000 THOU BL -100 001 500K (5 60 PER K) 2240 00 Special Notes and Comments MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense This project will require a seperate permit and fire alarm plans for review Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit A KNOX locking keybox will be required Contact the Fire Department at 360 417 4653 for KNOX keybox ordering information and mounting location Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. q ReLleid Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permit IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Fooling Slab Blocking Hold Downs Skirting Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Inspection Type PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. FINAL Date Accepted by FINAL Date Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By Application Number Application pin number CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 09 00000343 305376 Special Notes and Comments Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers This project will require seperate permit and fire sprinkler plans for review April 24 2009 4 27 44 PM sroberds The proposal will result in slight exterior demolition and building shell improvements to existing structure in the CA zone June 10 2009 5 00 10 PM Per Nathan West This project has been submitted as a five phased project ,e ,z,. Phase 1 Building shell improvements a small demo Phase 2 Fire Sprinklers Phase 3 Landscape site improvements interior building tenant improvements (walls) Phase 4 Electrical Phase 5 HVAC kitchen We were informed that plumbing mechanical work shall not be done until phase 4 or 5. (THIS PERMIT IS BEING ISSUED FOR PHASE 1 ONLY 7 For each future phase plans shall be submitted and approved by the City prior to starting work on each phase Prior to submitting plans for phase 3 (tenant improvements) the applicant shall provide plans and comply with Design Landscaping Section 17 23 230 C of the Port Angeles Municipal Code which states A 6 foot sidewalk accompanied by a minimum 4 foot landscape strip shall be required within the right of way adjacent to the front property line as well as adjoining arterial corridors Future fees including the plumbing permit fee mechanical permit fee and public works engineering dept permit and inspection fees etc shall be determined after plans for future phases have been submitted reviewed and approved MAINTAIN CLEARANCES FROM SERVICE WIRES Any modifications to the City s electrical facilities will be at the customer s expense April 22 2009 12 05 32 PM Bob Larson 360 714 4706 Modifications to this building will require the existing electrical services to be brought up to current City NEC and NESC code requirements Site work and landscaping proposed by permittee do not meet City standards and therefore have been removed from Phase 1 of this permit It is understood that the permittee will not be allowed to occupy or use the building for its intended purpose until plans for on and off site improvements including landscaping and work in adjacent rights of way are submitted to and approved by the Public Works and Utilities Department in consultation with CED April 22 2009 7 46 13 AM rbecker Lawn sprinkler systems require a double check backflow Page 2 Date 6/11/09 c-6-0) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:FormsBuilding Div Permit FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments Inspection Type FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 T Forms /Building Division /Building Permit FINAL Date Accepted by FINAL Date Accepted by SEPA. ESA. SHORELINE. Date Accepted By P iggi Application Number Application pin number Other Fees Fee summary Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Print Name T:FormsBuilding DivisionBuilding Permit 09 00000343 305376 Special Notes and Comments assembly If the fire system is a closed system it requires a double check backflow assembly If the fire system is an open system it does not require a backflow assembly If you have any question contact Ron Becker at 417 4886 Or E mail me at rbecker @cityofpa us Page 3 Date 6/11/09 STATE SURCHARGE 4 50 Charged Paid Credited Due Permit Fee Total 3260 25 3260 25 00 00 Plan Check Total 2119 16 2119 16 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 5383 91 5383 91 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor C Shear Wall Hold Downs GOI Side Kaua 1-2.1-110_2:11111 Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date 75 -21 U9 -1) g I 7 4-01 Z Io Io Inspection Type Electrical Construction R W PW Engineering Fire Planning Building Accepted By L L. �-L L.li 75 LA- 417 -4735 417 -4831 417 -4653 417 -4750 417 -4815 Comments FINAL Date Accepted by 4 -30 to P(A►a\ Fran,t on fhe er*te. s'iruckuye, ie.30-10 (FINAL Date SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Accepted by Date Accepted By 6, 2R --I A LL_ 0 rn V? Par hot .in Ia+tor rsp- tx#-- `T was only 2 /18 1 3'LL 3 /Inllp Tn5utd,oh "3LL 3 /I1 110 9 0-1/4-i1 C0 =nsvtCKevt t Po.1 et g F 4 ify iF JtJYI452 INVYV nvi ronmentaI e rvl cestIBE To elty.of Port Angeles, City Engineer •PhOne (360) 417-4803 621t. Fifth Street FAX. (360) 417-4709 •p 0- Box 1150 --,i. Port Angeles, Washington 98362 NOTE AU questions must be answered .forwaste tc> be apoto'ved r :Gorvtor,InfOrmatIo Company Npme- AilaitingAddress ..,ohtpct Phorip, ,Projeot Name. ProjectLocation. e: Other Contacts (!f appificatfie). onsuitInq FIrrn: (.ontact Contretpr Narr Contact Phone Laboratory fLonNOt: FThon Kk.AUL LAA R ‘3 2. 6 Lov,) LVA 1Zox-CN CA02:‘' Ai S2 '64 X v.OS 1,E4t 4®1 ,AST' P(o2.7 U(AN=7 t PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION V:7 CA L. 5 E&1\ J 24S sS40 Q -1 iSsc 1 SN() N- qSz corn) City c:FIE'prf. E:hgdre§ Landfill Wste DisposW ApOkation No Pe 1 or:i 3 Source of Waste •Check appropriatebox below and briefly describethe project, prock andipr-cleanupthat will or has producedthe waste.regulring disposal. Include the gasoline 5erviqe atatlon,murnber (if applicablp) TJC 1 2S-T -fr AA 0 ,J )1A Z4 (2,6 OA) 1. kriqzo Jo-/\452 N3 tnv1ronmerital 5erv1c stIBE CERCLA/MTCA Rernediation 'Iridepencient Rernedlal.Action Unused Chemical Product Spill "Soil v.' 4 Waao Mattne;Composition Concrete/Asphalt P rserved Wood Coal Ash -Wood Ash- Ga Solvents Agency Contact: LIST Removal Other Source NOT musteaual-100% 44. 5 Waste A.4AteriaLContaminants. (check ail that apply) (check all that apply and Include percept ',3f .at:ak Foundry Slap Dredge Sediments Debris Other (list) KJ CA Metals f A Heating 011 Unused motor Oil Used Motor Oil/Waste Oil Other Other Petroleum Product c e f4AAI, Unknown NOTE. Supply any IVISDS information with application, if available. C,ity of Port Ai Landfill Waste Disposal Application tf) Dieser PCE3?..; Page 2 or L_ ∎121.1v, J`t iv! 452 iuyrr tnv i ronmenra,1 5er ce Estimated Quantity ofW aste for Disposal Cubic yards./ w Drums Other 7 Frequency af'Disposa1: Number of DISCRETE samples NOTE 1 'NOTE 2 One time 0 -25 25 '100 101 500 501 1000 1001 2000 >2000 cubic yards cubic yards cubic yards cubic yards cubic yards cubic yards One composite sample shat samples Monthly Tarts (estimate both) Tons (estimate both) N .6 3.0 NOTE Estimated quantity for disposal_ must be Within 20% of the quantity actually disposed. (10 %for'prajects over 7'500 tons or 5 000 cubic yards.). Annual: O ttea 8 Waste Sampling: Proper characterization of the waste for disposal requires the collection of _o e,.41`ltati' 4. samples The,rnethods and equipment necessary for obtaining representative (If 4 waste,. and the frequeniy.of sampling; will varywith the type and krill of the appropriate box and brieflydescribe how and where the waste was sampled. Inc:iud site maps with sampling iocatibns if possible. Number of COMPOSITE sarriples number of discrete sari per composite JCL Q AAA p \'`z Unless -prior approval has been granted by Port .Angefes the fotlowing sampling frequency will be used. 1 composite sample 3 composite.san1ples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 300 cubic yards I contain a minimum of three /mexinmum of five discrete City of Port Age l :•s Lacdfifl Waste •Dispbsat Application ;3 of I Waste Analysis The Dangerous Waste Regulations"' -(WAQ 173-303) Sl e. ijtWzd trY ietniwiri: appropriate analytical requirernents for Waste characterizafion. is.Tcology Put‘lical4 (Revisg:1Aphi 1994) 'Guidance for Remediation of Petroleum Contaminated Soli, &I aix be used to characterize petroleum contaminated soils from UST releases. Submit ail laboratory analytical results, QA/QC data, arid 'Chain of Custody sheets. along this applicatmitt :1 (ROTE. The laboratory must be accredited by the Washingtoh State DBptm oog L a) List all'-analyticattest methods used M b) 1 Prbvide a narrative as to why thetabove analytical Methods were selected 14,1■),AL\ A 4 i LA- No Additional sheets attached YES s Ns 4 52 l'itYN t n v r o n m e s i t a i er.v 1 ce,RIBt Calculated Hazard Index e ^C 11 Dangerous Waste Affidavit: Class 1 Clai's 2 cit of Port Angeits LnctfiI Was e AfDplipatian Cass 3 6;11,xera-m:armaL11-1. NeitherDangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code. Extremely Hazardous Waste (EHW) and Waste Code. 4 N C) Sl,q1assifiCation. ("FOR PETROLEUM' CONTAMINATED SOILS ONLY") Based on the analytical data. and Ecology Publication #.91 the soil (died: .brid) Class.-4 6 Based Orra .of the analytical test resultt site.histoly and the applicable regulations, this waste is classified as (check one) Page -4 of 1 Certification %.7 THE NDERSCGNEO cartifybat this application is true o the best of r:; 1 NI informatOn` 'Provided-is correct and the enclosed analytical resuit.s eprt. p waste rnaterial to the best of our abilities tike (.:.-,nerator Signature 1 Printed.Name r---1 I 'elirpany ii JJijffi1 CY (-3 f Pod Ante s Approval CI .5.ng)neer Special Notes for Asbestos biSFOSail Oate, 1 h -'4 A13r Oval. Expira tion ate KtPvkirsIeNGNEERto Plsoosal ApplIcarionewasta disposal application- 20DS version.wpd L. NUN t:11V I rOnmtAtp Sri All .aSbastos .containing I-hated (with the exception cf roofing material in good cOnditiOnthat is not peeling cradking, .or"Crumblitig with petroteum.based binder that still exhibits plasticity t� prevent the release Of asbestos fibers) must: be tightly Wrapped or bagged in plastic with no excess air in t' pa(.T.•agino not exceecl•50 per bundle 1- be labeled as .asbestos with required information regarding i' r' be be transported witfra manifest in the vehi* arrive at the transfer station only by appointment with 'alien Ti t.e A Wast; onnections so that the material-can be deposited in a lock b( K 4•7'';•(..'11 li i'll i5 :56 o9 LandtaWaste Disposal Application N I NO nvironmental S rvic Ftt Pt9.. r,iiiihiciart Entvironleitetti ...a Toxic Characterization Leachirig Prifik y,LArc\-AdviA TT2 Project Name 4 1 1. 4.9' •9939 t't NcirL NC\ PrdjeCeNnOther' -4 e TC. -44 tItiFt9Vtg,:gat9e9 9it4 9 1 4` 3 e. A, x 4 4...t...7 A _N *43 19 9 r _____.221.—..1.L'a ci: A. 43 1 :;1 Matix 6; :9 t r ..I4- `i# .t i £vta cr. •F Oi-tf Dis po,salcontainer. 999,9 !;,,,CoLin l 9 4 Sample Nnia:ther t 1- 1 gilzu i _01/k, 44 •i PART I _Painted Matrix Identilicatien Ctlitir tt 4„. I:air 7 .4,, 1 1,N N 7: 41' Al 2 '*.y"1.., .44 044.1 .0t.: t\,' 1--A.,4. AL x r- 11 ,,rt f t :;;;-7- 9 1 i'vfatitt it 1. Z4 4.1. i v 4 -t F.. II. el, —iAl t :7. I LiNiigcr.f 7 1 7,C 1 '1'-fai :r• .3'4004 9 Avenue South E Building A, Suite 5 Federal Way WasEmgton 98003-6740 111e 3)1r 95;2-6717 Facsimile (253) 927-4714 malt ORION6717,:gLol-c WASIIINGTON +OREGON +ALASKA I L...19.:•-...:.....--,-.2- A': 1.- i.o.tatWetAht Percentage of,Parattul Was& Stream PAR. T 2 f, :psy fx1 :i• :a Nwi.4. identificatiottlinert eoraponen) Pertt/.24:)4te CA .____,_..nil tC, 1 ---,-.1;...•, i otaLWeight Percentage of inert ComponeLts c Total Weigh of Waste Stream (P1rt 1 a.c 2) 3 A-9.9 Art A --99- .1; *40 4**. 4 t• 4 9,,f' L Client/Name Add i'455.4. Telephonel HO( 44 7 41 04 •-a f mail, Li Ut OARTICULATT (Air. aMPle $0:7121,04 IL t un 11 (9 1 n AM \cUUA,M ap 2 z)O 4S t'; 41\ NOW EnAbironme- fal Sry Description of Sample ReThriquiShect By f .itur‘a? vrirtcNarne C'dr ame Date (i Qc1 ihth 'Sam must be enClOsed in a sealed bag or UnWs otherwise requestectall samples will be 6f five (5) working days after analysis. You will be :contacted if the Sample is Insufficient in quantity for Larialy5/5 Analysis method is in accordance with EPA Tethoci 500/R 93 116 for Polarized Light Microscopy 0 W ENVERONIVIENTALSOVICIWNC. Environmental Conzyulting CompItan'ee 'Chain of Custody Form Laboratory ID Project#/Name Date Sampled Sampled By: Signaure. Printed Name Company Name lime Signature Printed Name Received By 1 Date fidefitfonal charges apply for 4-hour and sainpfe analySls. Please contact NOW Environmental further iletailf 34004 9 Avenue South, Sulte 12, Federal Way, WA 98003 Phone (253) 927 FAX .(253) 924-0323 E mail 11110„nqwetivironmotaLcom- W 6bglte yriNiAl:nowenyjronnwntal—:otrif OCIR D10741,.. CrACVEL, Turn-Around 'time (Pleo,qe cheer appropraitt.e. box) TR 4hour fl 5.4-Tio4; t 1 i -day I, _Asbestos Lead. IT -now -Li: Other. 0 ,Atbestbs. is 1: 0 Asbestos 0 L cf anot .0 Asbestos -0. Lead J MOid 11 nther I Ana lySis PPQpfThttbOX) 11 Asbestos La 1 I O ASbeStos 14; WId Ab.gs.tos r 17•1;l• flt O Asbestos CjtiH. 0 Asbestos [J Leac t I 1' Other 0 Asbestos Li t I 0 AS13 '0 eLP 40 3 OL1 er' 1 0 Asbestos 0 Lead .EI NloId CoTher 11 keceiKeditty:- Company Narne Time c=tt a Date 4 R (12 0 tnylfonmental brvIces OR) R NIVt 340047- 9` Avenue SmIth Yederd Way, WA 98003 m.g/g LAB Al\TAYt &IS REQUttitt L rWA Z 0*C SAMPLE WT SPECIAL NOTES ANA ysTs TC.1.-P-o w a, '11 BULK METALS RESULTS 1 0 <Yr' LAB DIRECTOR. I DATE OF REPORT 6 ALI. RESULTS REPORIE IN MG/L OR MG/KG (PPM) UNLESS OTHERWI SE NOTE:5 r c 1 6 J U I L L 4 LOAM JUVV environmental rvice Client NOW Environmental Services, Inc. 34004 9 Ave. S A 12 Federal Way, WA 98003 4.7.1tent Name./ Number Elwlia-Klallain/09 Project .N;me :Heritage Center Orion Number Date '0 90608-72 6 t.n Environmental Compliance Consulting Fikni Analyst N Environmental Ser Lead Air Test Report NIOSH Method 7082 Sample Tli_p_e P Taal Minutes. 'fc,taill.f.ad 61,0 LOD'ner-Satt ole(ner/m Comments <5 0 3.21, Intetior WaflDemo Re Date Page Invoice Date Received Flow Rate CLiterVMin lite) 390. _40 Laboratory Method infOrMatiOn Quality Control Information Linear Regression Lower .Limit,,—; 0 990 Actual Batch Linear Regression 0 999 Check Standard (Per Set) Samples are analyzed according to NIOSH Method 7682 by proficient Chemists Oio make.s:no representation as to qUality of samples not obtainedby Orton per.sonnel. We cannot ofche a,r trnp1ingdata supplied by customers only lead concentration ahaly. Oi Invirun..isen!.al Services, Inc ORION Environmental Services participates in the A.IHA PAT Prop Allen -Clark Laboratory Analyst Leading Environmental Compliance Consulting Into die 21-" Century '4) L. Itre McNeal Laboratory Drt:c., C F. No 3b3 P z june 11 2009 Pa...fe 09,3,1t4 Jun, S.....2Q09 34004 9 Avenue South o Suite A5 Federal Way, 'Washington 92003-6740 Tacorra 9p2-6717 e Seattle (253) 874 Facsimile (253) 927 4714 4enait mfon& i. t WEE W2F9219763 v I V It rr 'Y. An EuvironiaelitaCompliatice Consulting Finn Clieta NOV E Services, Inc Date auL 8,- 7u0(-) 14004 9 Avenue South_ Suite 12 Page Federal Way WA 98003 mr(‘ f 1 Inyo/0 Date ct ,ei. ved jui.xe '109 lier Number' 1:1V;i3a. 1(0 0 )roject Nanie Center ‘1 EastV St For'l Angeles, WA ze By •-•e- Denhats,RouRitenbeirt Iipbork!torx Analyst olnzd ght Test EPA Method 600/98/116 ilurr en.vIronmentai ervIces Iitivironutten ts•s" Reviewed By Environmental Cmy.dting Into the T c raw r' f 4 ent Orion Sample Agbesi,o, .Nuailiek ,umber Stereo _8cope:Exarti1 Treatment PeFcsrAt 1' 4-. t Insulation Debris 80 'y _Iloinoi Dup -L.l.poratop C4lieate• M Masi:ie.:1(a), (b), (c), etc Sample lavers .sumber-el it.001 Ji .1 dL (0 ComMentS. 'For rasiered samples, each component has been analyzed separately ND means TibriltiLI:ect-fal asbestos:tiberS;byNiethod 600/R 98/1,16 Disclaimers PLM has been known to miss asbestos 41 snit perceritag sangles thg contain asbestos Thus, these laboratory results represent clue u 1:q;enc.. howt ,/se negative'or <1 PLIvIseSults can not be,guaranteed Per FPA guideline:, sarr ple i zirs, 1. then 411.1 be T)1th report itiay'Only h, reproduced in full with w-itt .n a- Iji vay •il ..,,,,,,,,j,--- s 7 s.nvirpArg.al,Ser .1c,(7.1s 10 °nun l'aler al abo rat 'ia•(to 34004 Suite AS Federal Way Washington 98003-b740 acoma 952-&717 Seattle (253) 874 Facsimile-(253) 927-4714 in. WEE W2F9719763 V AI ivuri :nv i r011Me n a e r• v' il r.,, C\■ 0 36i I:, 7 i ORION Envitli. lerttal ,Services Toxic Characterization:Leaching•17'; tyriW LT) Data Teainkirizi Client Name t kj0k,) Project Name kJ Pa/ Project Number Sample Nurabe Date PART 1 1 I 151t Painted Matribt identification Cf".4 T3 til"k"' nt.G4f- fit WiatrIX 1 Ma/ii'x 2 I 1.1 Matnx3 IVIatrix Matrix tv{atrix 6 Matrix 7 Matrix 8 t• I; a Matrix. 7 Matrix Matrix 4 Matnx 5 Matnx 6 Matrix 7 l• Matpx 8 Total Weight Percentage of_Pairited Waste '''-tram PART 2-. -4- Es tinio.red At 2,1e Stream Non-Painted Matrix Identification (inert V.01 011et3) Pereenhtge (.'pxy'veirht) IViatrix I 4.1 ,-f- 1 Size of Disposal Contaer• Comments; S 1 1- Total Weight Percentage of Inert component Total Weight of Waste Stream.'(Part..A. P:u-t 2r- Fr 34004 9 Avenue South E .13,uitd;ng A Sui 5 Federal Way Washington 003-67-4..) Seat:le i,'53) 674-3 M Tacoma (253) 952 Facsiraile.(253) 927 nJ Otyc. ON 7( la.,[ con. WASHINGTON OREGON4ALASKA, WEE W2F59P535 1. p i v sl i' P"‘11 iNlYN t.iivi ro nine I) t a i r vie e i' 7 I .P;Etti .rf:Nili_viezatai- Services -Inc., MetaNz. b.' Pic' (c.i 110:f.01:, r•J'..fif0"-ki` k' if 4 :6:- So 1;01)11., 1 A, t'",e_Crei .tfillY,:,t14801:eitiillb-9003-_:•-r- 4 1. '4-6.'118 ;Dna (253) i'J 711""Ala 05:ij..Pl -.:t -.9f,. ----4-L ez zi L,--..,\ \7.1_-2:‘•.- i-..,...,c... ,6.,.i k. .L, i. e 'It;:atit.)11 A: 7,-- ...W 1_,Iietc Tiardo. i't 3 1 1 'vOigor' -V-1\-Ai 2 i7 -1 -1: ..W. ..■,,.....W. 7"".1....... actor L'i..A.,Aa'Al Jrviiriel,' 4-.-- .111; r\ Ry v k) 1 \\A, 3.A„ Date: (Q inc. An ze Aiyd By J•• coRtalent&„Attathed. 0 .lirti .C.1 No lky .0., Techrtleirtp.. :0 c-111_ -E;;11:_YrTest7: WorkiActivity/Obsevations. Vit.; \LP pe: Sample Location. •00"; Worlcer-Natne.vlta p. MO* Start" i Stop 1_4 tqow Stoat 0 9 ZY _1+41itu.tes: ,A.verge: Work Activity/Ob$ Sample Location, 4 L: a -4, Worker Name: Start Time:__1_ Stop Time: FlOw Stop; 7 Mingtes. AV erage° di Atlivity/ObservatiOns: SaMple Location. 2ata.it Time YWorket-Nahae: Stop Time": kicryOL 7.1 Niplztes; ei;Age :trea= Outsich Work Area t., f,:licaraute REPA Exhaust 1 Field Blank SW_ .taled Blank Pre Pbulgnient FitiO'Sfart Fk aZi v^r 7.'t" 0.tgrg..itmw■cntsj.+0,4z. .co INr...clu. u Respiratory Protection Half Mask AST. L .t2e Flee AY'R PAPR L- ,S CA Continuous. felolv PA Pressure Domuud g Samp)o.LOatioii A. WOrkerl .sisri StarrTime: Flo.* Sthrt: 44_, Sop Tine; Flow Stop: Minutes: Average: .4. i) c •43 14 �c. ti IL L I) I) 4 IVI .i An Environmental Complia :ice +Consulting irm NUN Environmental S rvl,ces Enviroi jrrenta1 Services N f" n. 3 y P:olanzed Light Microscopy Teat Report EPA Method 600/R -98/1 16 Client NOW Environmental Services Inc. bate, June 8, 2009 34004 9 Avenue South, Suite #:12, page Pagel of 1 Federal, Way WA 98003 invoice 092312 Pate Received dune 8 2009 Client_Name: Number Elwha Klallaan -0.9� 0102. Project Name 1-16 titage Center -401 East 1 St. Pott,Angeles,, WA 90608-59 Insulation. Debris Homogeneous ileums: E a.tis.chex. Laboratory Analyst- C lio Orion Sanfpte Asf)est is Other Number Number Stereo' Scope Exam Treatment Percent TAU Fibers, 8 fah stria"'- Cel1' e e i7g �E nKrtroitritentalcoiirpCiance Consulting :Rao the 2i' eiwrltr Dup Laboratory QA%OC.Dt]plicste. Mastic [(a), -(b); _(c), e t c J .Sample -lay, rs nu?ttbereel -ffOth Lrc.nt :o back. Comments For layered samples, each component has been analyzed separately ND.tnearis, non- i^letect for asbestos.fibers by EPA Method 600/R 98/I 16_Disclaimers PLM has been known to miss asbestos In a small percentage of samples that contain_ asbestos Thus, these laboratory result: represeiat dice d'llg t 1:70. tv I nevivi or <1 'Yo PLM.results can not be- guaranteed: Per.EPAguidelines sarrples.will=E 11iY 1-Poi 0 ciM's .an will be disposed'of This. report. may only -be reproduced:ai-n._fu with.w-ritte:i 44)1'0 ui ^f iaN Envir onmeatal° S&v.ices ''a .7— t i i r �e� ietive fYl f 4= J .Donri v 'c i Laboratory Dir•eR tct, 34004 9 Avenue South Suite AS Federal Way, Washington 98003 746 Tacoma (253) 952 6717 Seattle (253) 874 Facstinife (253). 4 14 t.emarl irsfo @r?orton.ws WEE W2F9219763 57 °11 -4 6 a.... il (7 "I' cov-vagrActisievag,-,-armr,- SAMPLE I LAB MATERIAL BESCRIPTION NO. NO. H 91k iL il ------m,t, DATE SAMPLED -1 1 4 RCP-TR ..■;1 t. a rna tr, r.nk r.1 MATERIAL 'LAYER EACH OP( TREAT 111 v vs 4asnatioiplit avarzn rawsugaz 1 an iscasmr ;F II) ANB CArION r SUBSTRATE: OF MATERIAL .RT 13Y 7 144-t2 0 Pi .1;1 FE TIME, 5=; Ci 024-11OUR 031)A 1 „I et_ i i• 1 1 4. 1b ir "Ip 1 t r. r 4.4 ,-7 ILYPE OTHER I FIBERS rT 'Cr 1 F1 I 11 .44.. .1 1 1(6/11/2009) Linda Pangrle Re Elwha Klallam Heritage Center 401 E. 1st St. Unissued Permit #09 -343 Page 1 From Steve Sperr To Vess, Roger Date* 6/10/2009 4 36 PM Subject: Re Elwha Klallam Heritage Center, 401 E 1st St., Unissued Permit #09 -343, CC: Cutler, Glenn, Pangrle, Linda, Roberds, Sue, West, Nathan Roger Go ahead and approve the building permit in HTE, but I want the following to be written in the comments of the permit: Site work and landscaping proposed by permittee do not meet City standards, and therefore have been removed from Phase 1 of this permit. It is understood that the permittee will not be allowed to occupy or use the building for its intended purpose until plans for on and off -site improvements, including landscaping and work in adjacent rights -of -way are submitted to, and approved by the Public Works and Utilities Department in consultation with CED Linda Pangrle 6/10/2009 4 18 PM Hi Steve, Michael Gentry the architect for this project, and Warren Stevens, the Facilities Maintenance Director for the Tribe, both came to our permit counter today They are aware of the sidewalk issue, but don't want it to hold up being able to obtain their building permit. They want to move forward with their project as soon as possible. They are in agreement to remove the landscaping site improvement portion from Phase 1 of this project, and plan to add it in a future phase of the project. Michael wrote a handwritten letter stating 'Remove site work of Phase 1 from permit #09 -343 application dated 04 -09 -09 This will be addressed following meeting with Lower Elwha Tribe and City during week of June 23 -28. Since the site improvement and landscape portions have been postponed until another phase of the project, will you be able to approve our issuing this permit for building shell improvements? If so, please enter any comments and an approval in HTE. If there is still an unresolved issue, please let me know what it is. Thanks, Linda II D� -c oksrw-us4/7 p m oa 34 3 1 s lu UL P sz c c 4a RECE VED JUN 10 2009 CITY OF PORT ANGELES BUILDING DIVISION M'In B Clausen S4[rELBC4UD' Engineers, Once 118 Progress Report L001 To Steve Sperr Public Works Department Port Angeles Washington From Kers Clausen LI oil MAY 2 9 IUUN Lk:L/ City or Porr Angeles Public Works and Utilities Dept. Engineering Services Division Date May 26 2009 Project. Elwha Klallam Heritage Center Job No 24212 We have discussed permitting issues with Roger Vess and you during the past few weeks We have been given a verbal directive to show adding sidewalk along Peabody Street. We have also been asked to verify that existing storm sewers do not discharge into sanitary sewer lines We wish to expedite securing permitting and ask that you consider the following The next phase of construction is for interior structural work which we wish to start immediately We will not be doing any site work until September 2009 We wish to meet with you and discuss' methods to mitigate your requests The reason we have not shown the Peabody sidewalk after previous requests follows The Northern end of the sidewalk, where there is a significant side slope runs into a power pole requiring that the sidewalk be relocated Easterly and deeper into the hillside The Northern end of the sidewalk discharges onto a steep alley having a blind corner creating a significant liability the owner does not want to accept. The sidewalk is on City property triggering possible design constraints We are -not sure who should be responsible for the deign of the sidewalk and accompanying retaining wall There is a sidewalk on the other side of Peabody Street that is more accessible We suggest that there be a site meeting including City representatives and Owner's representatives to discuss the issues so we can either agree this sidewalk is too much of a liability or we can work together to create a design that works for both the City and the Owner During this meeting we can also discuss the storm water monitoring issues In the meantime we ask that a permit be secured for the rest of the work identified on the Permit drawings and that the sidewalk be addedl later once there is an agreement on it. W wpd Page 1 of 1 115 East Railroad Avenue #308 Port Angeles Washington 98362 (360) 452 3223 tel 2009 1236035 When recorded return to Page 1l of 6 Protot Covenant Lower Elwha K1a11am Tribe Clallam County Washington PL;rfiri:3141316,ii r A16 TG1� VIII h'ir� PC�� fl r� 1�4'� fi�ti� 11111 _E L (v _SO..LE) UwEQLL A RECEIVED 2.6s! kowt2 APR 282009 I I %ogpm ANGELES y DIVISION OQTA.N E 3P)5 LOT COVENANT I /WE the undersigned owner(s) of the following described property. (Insert legal description and parcel number here) 0630 0059 1930 0000 H ©1 E f 5-t A-cb ib2 flPLOW f Fir5f fit I Ctiz .p 26)1 do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17 08 130 "Z" of the Port Angeles Municipal Code. This covenant creates one inseparable building lot which may only be removed through compliance with Chapter 58 17 RCW (subdivision regulations) and /or the City of Port Angeles short subdivision regulations (Ordinance No 2222, as amended) 0( (5051 196o 0000 63 E This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office. This covenant is for the mutual benefit of said owner(s), heir(s), assign(s), and successor(s) in interest and is for the further purpose of compliance with state and local l'and use and building regulations. This covenant may be enforced by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. DATED this a day of R. A? i Print Name Phone. ZONING LONE EkiaiNA °T1 A 0 (Owner Signature) 3.(0& 452.- 11 t.JY\L►W 'kritit Name I i Phone (Owner Signature) 2009_ STATE OF WASHINGTON COUNTY OF CLALLAM ss I, fO.n ri 7)1 e-6 hA eDh. Notary' Public in and for the State of Washington, do hereby certify that on this day of P l I 20_03 personally appeared before me known to me to be the individual(s) described in and who executed the within instrument and acknowledged that signed and sealed the same as free and voluntary act and deed for the purposes herein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of ilOr I l JANET M CAMERON STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 10 -07 1 20 NOTARY PUBLIC in and for the State cf Washington esiding at Port Angeles. For City Use Only 1 Date Received 9- I b 0 1 jI permit 0 9 '3 0 D it M ate Approved, 5 o o �ye�'Applicant LD w er E K(a T'r G Ph 1 ne 36o 4 452-8 4 f 7 C 6 Property Owner A `Do na_ Luca ...5 Phone Q b ,'S2 8''{7/ x/.5"2_ Property Owner's Address 2�,r, LotA e,r EIWha Q. Poi -/-Ar qe,/,„ 0A- Q,F3� A��� n Ir�Q.e.) LT'ein r 19 119 Phone 34o'- his 7- 7560* ms's ddress (S a l read „ewe_ (7 308' /%r A v q ZUA 9836 License Expires' E -mail e /�n-r ru 0 rcln r -fe c -u' -c co PROJECT ADDRESS t-} 0 E Firsf S-t ELwha Kla11a KP-v 9 o Parcel Number O( 30 CC r q30 O D Dv Lot I D -12.. Zoning CA Project Type 8, Brief Description: Check all that apply New Construction dill Sib' Addition )(Remodel Repair Demolition Re -roof Heat System Other Floor Areas lit loR Pen- Carol Geherkj Phone calf The Coviiiat r is ,A ckerg -c ve. COr,MruCktorN Src. Bensoh f PA) 6 18'3 63 457-20 67 BUILDING PERMIT APPLICATION Print in ink Basement Floor 1 401 E I sr 2' Floor 3 Floor Garage Carport Covered Porch Deck Shed Other 403E l sit geP5fr I, `ab0 CITY OF PORT ANGELES C& iOr Attn. Building Permit Technician ?ICteup 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 PRA s of 5_ Bc�� ti Und Stns& rro; gym` s mccR NO Pfuevlb (rlee et:Jt. i work .r 6 s _P_.b45- House O. garage other j j ❑off7k re roor lay over one layer Heat pump wood burning stoves gas fireplace pellet stove other I !I Existing (sq. ft) proposed (sa. ft.) q q cs i st F I ea r S F4 W� nz,rno 232 m� per sq. ft. Rt' /i Residential Multi family XCommercial 'a wasie, disp r,Qp'I e.3- 10n T! lc,.. 1 Industrial 1`a )t exam emo 1 TOTAL VALUATION 50 000 Total footprint of structure II g I S sq. ft. Lot size 2O, QdR L sq ft. Lot coverage 56 Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17 94 135 for exemptions) E 5-f h „Site coverage 5/ 1 s;iM 1_. saij I a S oc,:u panty Zonal 4& the srn411 wood cevvivi j C 5 h op i 5 C A Max. height of proposed structures 2t, ft. Occupancy group M 13 of bedrooms Will a lawn sprinkler system be installed? .E5 Occupant load Q 3 of full baths Will a fire sprinkler system be installed? :/p Construction type g of half baths have read and completed this application and know it to be true and 'correct. 1 am authorized to apply or this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits pr'or to, Sorkin o Date 4 -0 Print Name M Ghi ..e.I G el11 Signature T:Forms /Building Division/Bldg Permit.doc rrovx S ven5= Fact i ies 1n 'arce 1)1'1w'bi- -6N FiNe q F'I7l cell y6D -g731 ex 105- t \©`USA, g ag e, o v. 0 s c r ol e- ca-ro I Q wasit, di s cA l pli c a b v% o y W e. a P r, �o (�y nT -C Permit O 4 3'4 3 NOTES 2Q— N© PL 0 h VIE. on-I 4 ro h.uS 4 a► 5 (Pem 01kGk G cfrt Law �3auKf� ©a;= pL i 4st eh, oY' r -r o -r Phct.se- 1 �s gL C.V t Yh s 3 s COCOA 1 Pe■s -e 2 s re, 5 p% r) Kker p eou '110 Phase: 3 5 q �eS o�►� -Ft) r'c► T Forms /Building Division /Notes re- Sp o t Irl k.ktp r- `fieW+ neravA,P4._07 A lec r PLC 1—I Vfc- 4 K■-e11 (wans)e-kgr PL r 7A ML Shell e€ 4s. 4 sX11, De Y'r prove, ��rt taco PLo r tC )fju pinas� dr 5 fl/ 408 �/rl 4294 (4/16/2009) Linda Pangrle Permit fees for the heritage center Page 1 From Linda Pangrle To michael @gentryarchitecture.com Date* 4/16/2009 9 53 AM Subject: Permit fees for the heritage center Attachments: Permit fees for the heritage center.doc Hi Michael, Attached is a more official' memo for your accounting department. Hopefully it is what you need. I meant to get this to you sooner but I was ill and off work. Please let me know if you need anything else. Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E. 5th St. Port Angeles, WA 98362 360 417 -4815 360 417 -4711 FAX Ipangrle @cityofpa.us MEMO COMMUNITY DATE April 16, 2009 ECONOMIC TO Michael Gentry DEVELOPMENT Nathan West FROM Linda Pangrle Director 417 -4751 RE Permit fees for the Heritage Center Sue Roberds Hi Michael, Planning Manager 417 -4750 You asked me how much the building permit fees would be for a $500 000 00 project Scott Johns Associate Planner 417 -4752 Dan Bialzik Assistant Planner 417 -4804 Jim Lierly Building Inspector 417 -4816 Linda Pangrle Permit Technician 417 -4815 Patrick Bartholick Compliance Officer Building inspector 417 -4712 Derek Beery Archaeologist 417 -4704 Fax. 360 -417 -4711 ORTANGELES W A S H I N G T O N U S A Building permit fees for a $500.000.00 protect are. $2,119 16 Plan review fee (due when the plans and application are submitted) 3,260 25 Building permit fee 4 50 State surcharge There will probably be other permits fees needed too such as a plumbing permit, mechanical permit, electrical permit, and various public works fees We'll need to review the plans before we can tell you what other permits and fees will be charged If you need more information, please contact me Thanks, Linda Pangrle Permit Technician City of Port Angeles 321 E 5th St. Port Angeles, WA 98362 360 417 -4815 (4/13/2009) Linda Pangrle FW Permit Fee for Heritage Center From 'Michael Gentry <michael @gentryarchitecture com> To James Lierly' <Jlierly @cityofpa.us> Date 4/10/2009 8 40 PM Subject: FW Permit Fee for Heritage Center Attachments Permit Fees for Heritage Center pdf Jim I got the fee amounts at the counter yesterday but I need something on your letterhead so I can get a check from the Lower Elwha Tribe I've attached the breakdown of fees we were quoted It would be o k. to email it or fax it too us and well pass it along Thanks Mike From. Donna Lucas [mailto donna.lucas @elwha.nsn us] Sent: Friday April 10 2009 7 51 PM To Michael Gentry Subject: Re Permit Fee Hi Mike Yes I will definitely need something more official than that. If you can get something printed on the City's letterhead with a break out of the costs and a contact person from that office that would be perfect. Our accounting department has to have the information for audit purposes The documentation has to be considerably more substantial than a handwritten price breakdown Thanks! Donna Michael Gentry wrote Donna RE documentation for permit fee I'm not sure what type of documentation I can get for this I went to the counter at the City and they used their table to calculate the fee and then wrote it on this piece of paper see attached I could ask on Monday for something more official from them if you think this won't be enough Thanks Mike Page 1 j W B Clausen Structural WB Engineers, Inc Progress Report PR24 To From Project: Mike Gentry Email michael @gentryarchitecture com Kers Clausen Date April 8 2009 Elwha Klallam Heritage Center Job No 23286 -C6 RE Building Shell Plans Structural Calculations Enclosed find signed structural calculations for 401 W wpd Page 1 of 1 1727 64 Street Emeryville California 94608 (510) 655 4144 tel (510) 655 1133 fax W B. CLAUSEN STRU LC )N .GINEERS, INC. PROJECT PORT ANGELES fiegb ^ENTER l xis REMODEL ;s r' 1vP C CLIENT RLALLAM TRIBE sZ WI x DESIGN PICT ry j REV t t (s r N 1 ,;;C, j.. INDEX. MATERIALS AND LOADING CRITERIA ROOF AND FLOOR FRAMING LATERAL DESIGN DESIGN CRITERIA. INTERNATIONAL BUILDING CODE, 2006 EDITION ASCE 7 -05 MATERIAL. FOUNDATION CONCRETE PLYWOOD DIAPHRAGMS PLYWOOD SHEARWALLS JOISTS BEAMS BOLTS WOOD CONNECTIONS ti. IAL I Piig.g s L t to 12 1 LI— LI- i it FOOTINGS i fc 2500 PSI SLABS fc 3000 PSI REINFORCING NO 3 AND SMALLER ASTM A -615 GR40 NO 4 AND LARGER ASTM A -615 GR60 APA GRADE MARKED CD APA GRADE MARKED CD DF -LARCH NO 1 Fb DF -LARCH NO 1 Fb ASTM A 307 JOB NO 23286 DATE 1JANO9 SHEET 1 1000 PSI 1350 PSI PARALLAM 2 OE PSL iLEVEL Fb 2900 PSI Fc 750 PSI Fv 290 PSI E 2000 KSI TIMBERSTRAND I.55E LSL iLEVEL Fb 2325 PSI Fc 800 PSI Fv 310 PSI E 1550 KSI GLULAM BEAMS 24F V8 DF/DF Fb 2400 PSI Fc 650 PSI Fv 165 PSI E 1800 KSI ALLOWABLE SOIL BEARING PRESSURE PER TABLE 1804.2 Vertical soil bearing pressure 1500 PSF DL LL 2000 PSF TL PROJECT PORT ANGELES REMODEL CLIENT KLALLAM TRIBE DESIGN PKT WALL LOADING. W B. CLAUSEN STRUCTURAL ENGINEERS, INC. VAULTED ROOF LOADING. RAFTERS BEAMS BUILT UP ROOFING 2.2 PSF 3/4 PLYWOOD 2.3 RAFTERS 3 8 BLOCKING 1.2 PLYWOOD 1.5 CEILING FINISH 2.3 INSULATION 0.8 ELECT HVAC 0.5 SPRINKLERS 1 0 BEAMS 3 0 MISC 1 4 DEAD LOAD 17 0 PSF 20 0 PSF LIVE LOAD 250 PSF --2f0 PSF TOTAL LOAD 42 0 PSF 45?0 PSF LOW ROOF LOADING. RAFTERS BUILT UP ROOFING 2.2 PSF 1/2 PLYWOOD 1.5 RAFTERS 1.9 CEILING FINISH 2.3 INSULATION 0.5 ELECT HVAC 0.5 SPRINKLERS 1 0 MISC 1 1 DEAD LOAD 11 0 PSF LIVE LOAD 4.0 PSF TOTAL LOAD 360 PSF SNOW LOADING. 25 PSF CONCRETE 75 0 PSF GWB GWB 8 0 PSF JOB NO 23286 DATE 1JANO9 SHEET 2 REV W B CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT er;'451-#6771 DESIGN BY -T I i t /4.4.-Ac-77 4/6 1 7 -1 /fri .e%F /V_ ,z,/ ocLL ,tC 4'4frg. rgt, ,4 5 rY /7 /43',6e'e) ter7;_p, 16 ey< '2- 4,4;4e:1 I Ct 7 P /4' li'i: '6' ?1 l 4. 4-- tr 6 4 40B NO. SHEET DATE It 1 A/ 'JIAC' w ,y04)cr': /Z2., Ait,- WB MULTI -SPAN TIMBER BEAM DESIGN ROOF FRAMING B1 GENERAL DATA 1 All Spans Simple Support YES Spans Length ft 37.00 End Fixity Pin:Pin Beam Width in 8 750 Beam Depth in 21.00 CALCULATED VALUES -OK F'b- Modified Allow psi 2337.6 fb Actual. psi 2145.7 F'v- Modified Allow psi 189.8 fv (actual) 1.5 psi 92.0 Moment Left k -in 0.0 Moment Right k -in 0.0 Max. Mom. 0 Mid -Span k -in 1380.0 X -Dist ft 18.50 Shears: Left k 12.43 Right k 12.43 Reaction Left DL k 5.03 LL k 7 40 Total k 12.43 Reaction Right DL k 5.03 LL k 7 40 Total k 12.43 Max. Defl. Mid Span in 2.331 X -Dist ft 18.50 DESIGN DATA Le: Unsupported Length ft 0.00 Fb:Basic Allowable psi 2400.0 Fv:Basic Allowable psi 165.0 Elastic Modulus ksi 1800 Load Duration Factor 1 15 APPLIED LOADS Use Live Load on This Span Yes Uniform. DL plf 272.0 LL plf 400.0 QUERY VALUES Location ft 0.00 Shear 12.43 Moment k -in 0.00 Deflection in 0.000 CLAUSEN STRUCTURAL ENGRS 1727 64TH STREET EMERYVILLE CA 94608 -f Wtit, NO 23286 KLALLAM TRIBE BY PKT Date: 01115109 Page: 4 V4 40 (c) 1983-96 ENERCALC W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 W B. CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY t Aq0 .s° 4; )Erg' ,4 4,i fie 4JE 4-r .X ,1-1 '0": z 7 2,t;P, P e. 10B NO. SHEET nATF v12;1 c r/0 4 :3 ric• s o7'e• WB 1 TIMBER COLUMN DESIGN LINE 4.5 COLUMNS CLAUSEN STRUCTURAL ENGRS 1727 64TH STREET EMERYVILLE CA.94608 Design Data Allowable Stresses Column Depth 5.50 in Fc: Parallel to Grain 1000 psi Column Width 5.50 in Fb: Bending 1200 psi Load Duration Factor 1 15 Elastic Modulus 1600000 psi Total Column Ht 14.00 ft Le for X X Axis Axial Loads 14.00 ft Le for Y Y Axis Axial Loads 0.00 ft Le for X X Bending 14.00 ft Applied Loads Dead Live Short Term Axial Load 5030.0 0.0 7400.0 .Eccentricity 0.00 in (along depth axis) Transverse Moment 0 in 0 in 0 in Eccentric Side Load 0 0 0 .Eccentricity 0.00 in 0.00 in 0.00 in .Distance above Base 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load Mid Height= 0 0 0 it Side Load Moment 0 in 0 in•# 0 in Max. Design Moment 0 in 0 in 0 in Design Summary DL +LL DL +LL +ST DL +ST Actual Axial Stress 166.3 psi 410.9 psi 410.9 psi Allowable 443.7 psi 454.9 psi 454.9 psi Actual Bending Stress 0.0 psi 0.0 psi 0.0 psi Allowable 1374.0 psi 1580.1 psi 1580.1 psi Stress Interaction Value 0.375 -OK 0.903 -0K 0.903 -OK WtUC NO. 23286 KLALLAM TRIBE BY PKT Date: 01108109 Page: V4 4D (c) 1983 -96 ENERCALC W.B. CLAUSEN STRUCTURAL ENGINEERS, KW0601710 W B. CLAUSEN STRUCTURAL ENGINEERS, INC. PROJECT PORT ANGELES JOB NO 23286 REMODEL DATE 1JANO9 CLIENT KLALLAM TRIBE SHEET L DESIGN PKT REV LATERAL LOADING. SEISMIC DESIGN EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7 -05 OCCUPANCY CATEGORY I1I Table 1 1 IMPORTANCE FACTOR 1 1.25 Table 11.5 -1 SOIL SITE CLASS D Table 20.3 -1 SITE COORDINATES 48.117 Lat. 123 428 Long. S 1 119 MCE Short Period Response S, 0 468 MCE 1 Second Period Response Fa 1 05 Table 11 4 -1 Fv 1.53 Table 11 4 -2 S Fa x S 1 177 Ski, Fv x S, 0 717 SDS 2/3 x S 0 785 Design Response SDI 2/3 x S 0 478 Design Response SEISMIC DESIGN CATEGORY D Table 11.6 -1 D Table 11 6 -2 BUILDING SYSTEM (TABLE 12.2 1) Concrete Bearing Shear Walls R 4 Response Modification Factor Sao 2.5 Seismic Overstrength Factor Cd 4 Deflection Amplification Factor C, 0 02 Shearwalls x 0 75 h„ 16' Building Height h 8 T C, h 0 16 secs Building Period (Table 12.8 -2) T 0.2(S /S 0 12 secs Short Period Transition T S /S 0 61 secs T,, 16 secs. Long Period Transition (Figure 22 15) Spectral Response Acceleration For T <T<T Sa Cs S DS Sa (R 1) 0.245 GOVERNS Cs S T (R I) 0.93 Max for T <11 Cs 0.5S, (R I) 0 073 Min. where S, 0 6g V CsW 1 4 0 18W ASD Base Shear 0 785 W B. CLAUSEN STRUCTURAL ENGINEERS, INC. PROJECT PORT ANGELES 9111. JOB NO 23286 REMODEL DATE 1JAN09 CLIENT KLALLAM TRIBE SHEET L 2 DESIGN PKT REV WIND DESIGN METHOD 2 ANALYTICAL PROCEDURE PER ASCE 7 -05 DIRECTIONALITY FACTOR Kd 0 85 Table 6 -4 OCCUPANCY CATEGORY III Table 1 1 IMPORTANCE FACTOR I 1 15 Table 6 -1 EXPOSURE CATEGORY C 6.5 6 BASIC WIND SPEED 100 MPH Fig. 6 -1 VELOCITY PRESSURE COEF Kz h CASE 2a Table 6 -3 0 -25 0.94 TOPOGRAPHIC FACTOR Kzt 1 0 6.5 7 and Fig. 6 -4 GUST EFFECT FACTOR G T C, h" 0 16 MAX Building Period (Table 12.8 -2) FREQ 1/T 6.25 Hz> 1 0 Rigid Structure G 0 85 MAIN BUILDING ENCLOSURE CLASSIFICATION ENCLOSED 6.5.9 VELOCITY PRESSURE qz 0 00256K 6.5 10 23.5 PSF AT h= 25' qh qz (max) 24 PSF INTERNAL PRESSURE GCpi qhGCpi 0 18 4.3 PSF Fig. 6 -5 EXTERNAL PRESSURES Fig. 6 -6 ALL HEIGHTS qhGCp 23.5 x 0 85 x Cp 20Cp ASSUME L/B 10 (Conservative) WINDWARD WALL Cp 0 8 qzGCp 16 PSF LEEWARD WALL Cp -0.5 qhGCp 10 PSF SIDEWALLS Cp -0 7 qhGCp 14 PSF ROOF 0 0 DEGREES h/L 1 0 (Conservative) NORMAL PARALLEL Cp 1.3 -0 18 qhGCp 26, 4.3 PSF WINDWARD TO RIDGE LEEWARD DESIGN WIND LOADS qh(GCp GCpi) LOW RISE BUILDING 6.5 12.2.2 Period Sa Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1 0 ,Fv 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 0 2 1 119 (Ss, Site Class B) 1 0 0 468 (Si, Site Class B) Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Spectral Response Accelerations SMs and SM1 SMs Fa x Ss and SM1 Fv x S1 Site Class D Fa 1 052 ,Fv 1 532 Period Sa (sec) (g) 0 2 1 177 (SMs, Site Class D) 1 0 0 717 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude 48 117 Longitude -123 428 Design Spectral Response Accelerations SDs and SD1 SDs 2/3 x SMs and SD1 2/3 x SM1 Site Class D Fa 1 052 ,Fv 1 532 L3 W B. CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY Yi 4 -1-- t*f. th■./(cs! t'kt 1 I LL 4 T 0 2r NO. 1 1 "1" '1• t t 1 I i 7> 4 1 41- i 1 ,....,„i f- t. tf,i- P il.1 1 .04. 7,,t.e /01-N- .1,. 1 47 rl? 1 f 3 1 ...f v i i71 f- t 0) 7 3 /7' 4 4.; I 3 _sr4=q;At.t :i.. j-,,,,-: .J-s- .0 7 e, i i i 1 .1.-; 4_t-1 /4 5 26.-Pc IOB NO. SHEET nATF Pz 6 IC ,e• 7 asp-e L4- 'W B. CLAUSEN STRUCTURAL ENGINEER PROJECT JOB NO. 2 6 6 CLIENT SHEET L DESIGN BY DATE 44/ n9 0 Or 6 f 1 1312A( A: 5 4 VA= G k 47= 22192 V 07.; .9/1/5 X 4 lie 47-2g 19tv-- L:t"za L.)/ te//691 -Ffr 9-3= /6 lc- W B CLAUSEN STRUCTURAL ENGINEER PROJECT IOB NO. CLIENT SHEET Lea DESIGN BY DATE /0 9 L/4E. A ig:6 64' c eAe.Ay L/t4E ilsa 36' 40 7J'ep E 2,1 3 cv W3-00 Ste Ceia, ide 9 45 Aiignev145..)7 5eL -ItA-44,Joi s ZiE U s 4»,o&.' 1/4rie 11 6 W B. CLAUSEN STRUCTURAL ENGINEER PROJECT CLIENT DESIGN BY Thol-70/1 -41'1 U x 68 /3,so /5 ptP 6 dr5/e I ace- 4v4z1,0-- (Co- c R ea./. 4 --04-"fei _fre 2 int WA-z, wr; v vtAi. 4 88 e2 3 3 d)( 1/15''7 2//.. L-= 55 7/:= 360ft 10B NO. SHEET L. 194iq7 IA/ ttlAtzt,... 1:3/2efre it 441 Stl.s 0■7?-bo. Z-/A.,E2 Application Number 06 00000069 Application pin number 544357 Property Address 401 E 1ST ST ASSESSOR PARCEL NUMBER 06 30 00 5 9 1930 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Owner Contractor MITCHELL DARLIN B 33916 53RD AVE S AUBURN WA 980019700 EXTRA MILE TECH ELECT LLC 418 N RACE ST PORT ANGELES WA 98362 (360) 457 0198 Permit ELECTRICAL ALTER COMMERCIAL Additional desc EXTRA/ CIRCUITS Permit pin number 69336 Sub Contractor EXTRA MILE TECH ELECT LLC Permit Fee 77 20 Plan Check Fee Issue Date 1/26/06 Valuation Expiration Date 7/25/06 CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST STH STREET PORT ANGELES. WA 98362 Date 1/26/06 Permit Fee Total 77 20 77 20 00 00 Plan Check Total 00 00 00 00 Grand Total 77 20 77 20 00 00 COMMENTS /ACTION NEEDED 00 0 Qty Unit Charge Per Extension 1 00 61 3000 ECH EL COMM ALT <5 CIRCUITS 61 30 3 00 5 3000 ECH EL COMM ALT ADDTNL CIRCUITS 15 90 Fee summary Charged Paid Credited Due DITCH FINAL INSPECTION TYPE ROUGH -IN COVER SERVICt GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE DATE ACCEPTED YES NO COMMENTS PW- I102.15 (4196] JAN -22 -2006 09 26 PM 'Electrical Contractor Owner t I Elect 'cal contractor name License number M4 lit be e Purchaser s mailing address CI State ZIP Telephone number ''Prcmiscs owners name N N i<E 1r.) A l� Atldr s of Inspection o' i zit cl O rtAr -,ate 1 hers by mill) that f an the owner of the above named property or a licensed clear cal contractor (or the firms authorized agent) and am making Mc electrical instal'ation or alteration in compliance with the electrical law Chapter 19 ?tt RCW /QIgniaturo ofTwner, electrical contractor or el ctrlcal administrator X i al! insulation Only Ihspcction Date i I 3/6 o WALLS CEILING Insulation Only Approved Ds Date ar 0 ,P e(7 Ap U v U vv E1act4cal olld Additions ant i O NOILOAD CHANGES Q Beshboard KW D Furhaco KW O Heat Pump Ton LAR FenLWall KW E JANSSEN hAX number subtractions Date Dale AMP scd Uy 1 evcr J Lpte Approved Uy Date 4S Overhead Service Temp Service Underground Service Arca, Building or Equipment Inspected 0 Request Inspection TXIllydtlun Datc card TIIERMOSTAT 360 452 2982 ELECTRICAL WORK PERMIT APPLICATION 0 /timid Permit D Alarm Carnival CYComntcrcial/13 Residential Residential Maint, O Signs 0 Thermostat `tinstallation description Jut wired by Electrical Contractor Owner gi.u3 Cash Check if C rcdit Card Visa Card i Mastercard Approved Dv DPW DITCH l Approved By J Date Feeder Stze: Action Taken SERVICE P 01 Telecom. Discover Inspection fee 11 Lb Approved ay FEEDER Service, (n �atlon Voltage Zed /7.- Phase fd'l O 3 Service Size. Approved Hy ,6 Electrical Inspector i Site Address: READY FOR WILL CALL FOR INSPECTION INSPECTION Installed By: /t 1 4iye�s u4ber: Io^ e 37z4 c c; Own er/Bu 51 ness:a°+_ s Owner /Business Address: 5V ei Site Addre o 1 Installt (1/4 ceo Scr CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT iJ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT PERMIT NO,,, /9/- DATE 2--- 7 Permit /Receipt No. 30Z- I Sq. Ft. Residential New Construction 0 Overhead Heat KW KRemodel Underground Baseboard Furnace /Boiler ❑'Service update /alter /repair Voltage e--- Heatpump Other i0 30 Commercial /Industrial load Add /alter circuits Service size Amps Total Connected load Auxiliary power Temporary (attach breakdown) (list below) Total Motor load ,t4 Special Special equipment (attach breakdown) f (list below) �1 Details /Description: v C C eC -I /\l tS �7v 1-"..L._ (Ia, a IQ g D.0 6-, -14 r_, le_ ,Ka-.3 ri n-k I 1i1 ad F_ -e, S 6-L\ S `N `1 S af.i: S 1 F Odz.C) e off' .te Sligr& 17 W.S. No, GArvice SID- Date Hold for: Easement Letter Capacity: O.K. Not O.K. Comments Ditch inspection O.K. Signed up for service /meter Rough -in /cover O.K. Meter Department notified for installation 9-.K. to connect service Fire.Department notified of inspection f(3/FiinnallO.KK. Plan Review approved /pending V" INew L eV Dag zig I Notify the Department of City Light by Street Address and Permi Number when ready for inspection. Wo k must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457-0411, EXT. 158 or EXT. 224. O- Inspector Amount paid WHITE file by address YELLOW file by number PINK Top: Eng, Bottom: Customer GREEN Top: Inspector, Bottom: City Hall FEERECEIPT NUMBER TOTAL FEE USE OF CIRCUIT LIGHT LIGHT I CONVENIENCE I CONVENIENCE I APPLIANCE DISHWASHER DISPOSAL 0 RANGE OVEN WATER HEATER LAUNDRY I DRYER FURNACE GAS OIL FURNACE ELECTRIC ELECTRIC HEAT I ELECTRIC HEAT I A.C. UNIT I FEEDER SERVICE Date Application made Date Permit Issued 1 WARNING CITY OF PORT ANGELES DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT /Vh V j CONT. LIC. NO. I TIME TO COMPLETE I NO. STORIES ELECTRICAL PERMIT ONLY NO OC NCY OR USE ESTABLISHED UNDER THIS PERMIT s i s- '-'pA Site Address CORRECT P ADDR E SS I5 RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARE CANCELLED Owner A4 I re. 'P'1 R Y Installation By n Owner'd Address 3g 7 G•' 1 L, TA, Installers Address 7c y\ Day Phone .14 C2 27 7/ Installers -Phone Application is hereby made for Permit to install Electrical Equipment as follows: /1/S TA 1C/r R -P "to 'Ocfr•C 5 /‘_Aer NUMBER AMP CIRCUITS PER CIR 120V 10 I SUB -TOTAL 240V 1 0 30 FEE USE OF CIRCUIT SIGN 50 VOLTS OR LESS MOTOR MOTOR MOTOR FIRE ALARMS BURGLAR ALARM MISC. REINSTALLATION LIGHT FIXTURE SUB TOTAL FEE ENERGY FEE BASIC FEE NUMBER CIRCUITS WHITE Original CANARY Duplicate PINK Triplicate WHITE CARD Inspector's Report TIR 51-A9, Wiring Method AMP PER CIR 0Z ©0 D/ D 7f} LEGAL OCCUPANCY 120V 10 G' PERMIT NUMBER Messy NC e c 240V 1 0 OR FEE 30 TOTAL FEE Pc) SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER AMP PHASE SIZE OF SERVICE ENTRANCE CONDUCTORS I SIZE OF GROUND A.W.G. SIZE OF ENTRANCE SWITCH A Q ct I certify that the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. Electrical Code.' 1 4 1 o O `7 By L MA-1 L Cj CONTRACTOR OR OWNER (OR AUTHORIZED AtNT) Permission is hereby given to do the above described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. DIRECTOR OF CITY LIGHT tl 1 /D .r -GJ By -,I U PLANS APPROVED Notify Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or current turned on before inspection and O.K. for covering or service has been given by Inspector in Writing on Permit Placard. A. Permits Phone: 457 -0411 Ext. 158. PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK SEE OVER DATE OF VISIT MADE BY a 7c REPORT OF INSPECTOR O.K. FOR COVERING O.K. TO CONNECT SERVICE FINAL O.K. REMARKS